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Unformatted text preview: Designation: E 1876 – 09 Standard Test Method for Dynamic Young’s Modulus, Shear Modulus, and Poisson’s Ratio by Impulse Excitation of Vibration1
This standard is issued under the ﬁxed designation E 1876; the number immediately following the designation indicates the year of original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval. A superscript epsilon (´) indicates an editorial change since the last revision or reapproval. 1. Scope 1.1 This test method covers determination of the dynamic elastic properties of elastic materials at ambient temperatures. Specimens of these materials possess speciﬁc mechanical resonant frequencies that are determined by the elastic modulus, mass, and geometry of the test specimen. The dynamic elastic properties of a material can therefore be computed if the geometry, mass, and mechanical resonant frequencies of a suitable (rectangular or cylindrical geometry) test specimen of that material can be measured. Dynamic Young’s modulus is determined using the resonant frequency in either the ﬂexural or longitudinal mode of vibration. The dynamic shear modulus, or modulus of rigidity, is found using torsional resonant vibrations. Dynamic Young’s modulus and dynamic shear modulus are used to compute Poisson’s ratio. 1.2 Although not speciﬁcally described herein, this test method can also be performed at cryogenic and high temperatures with suitable equipment modiﬁcations and appropriate modiﬁcations to the calculations to compensate for thermal expansion. 1.3 There are material speciﬁc ASTM standards that cover the determination of resonance frequencies and elastic properties of speciﬁc materials by sonic resonance or by impulse excitation of vibration. Test Methods C 215, C 623, C 747, C 848, C 1198, and C 1259 may differ from this test method in several areas (for example; sample size, dimensional tolerances, sample preparation). The testing of these materials shall be done in compliance with these material speciﬁc standards. Where possible, the procedures, sample speciﬁcations and calculations are consistent with these test methods. 1.4 The values stated in SI units are to be regarded as standard. No other units of measurement are included in this standard. 1.5 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use. 2. Referenced Documents 2.1 ASTM Standards:2 C 215 Test Method for Fundamental Transverse, Longitudinal, and Torsional Resonant Frequencies of Concrete Specimens C 372 Test Method for Linear Thermal Expansion of Porcelain Enamel and Glaze Frits and Fired Ceramic Whiteware Products by the Dilatometer Method C 623 Test Method for Young’s Modulus, Shear Modulus, and Poisson’s Ratio for Glass and Glass-Ceramics by Resonance C 747 Test Method for Moduli of Elasticity and Fundamental Frequencies of Carbon and Graphite Materials by Sonic Resonance C 848 Test Method for Young’s Modulus, Shear Modulus, and Poisson’s Ratio For Ceramic Whitewares by Resonance C 1161 Test Method for Flexural Strength of Advanced Ceramics at Ambient Temperature C 1198 Test Method for Dynamic Young’s Modulus, Shear Modulus, and Poisson’s Ratio for Advanced Ceramics by Sonic Resonance C 1259 Test Method for Dynamic Young’s Modulus, Shear Modulus, and Poisson’s Ratio for Advanced Ceramics by Impulse Excitation of Vibration E 6 Terminology Relating to Methods of Mechanical Testing E 177 Practice for Use of the Terms Precision and Bias in ASTM Test Methods
2 For referenced ASTM standards, visit the ASTM website, www.astm.org, or contact ASTM Customer Service at [email protected] For Annual Book of ASTM Standards volume information, refer to the standard’s Document Summary page on the ASTM website. 1 This test method is under the jurisdiction of ASTM Committee E28 on Mechanical Testing and is the direct responsibility of Subcommittee E28.04 on Uniaxial Testing. Current edition approved April 1, 2009. Published April 2009. Originally approved in 1997. Last previous edition approved in 2007 as E 1876 – 07. Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
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3. Terminology 3.1 Deﬁnitions—The deﬁnitions of terms relating to mechanical testing appearing in Terminology E 6 should be considered as applying to the terms used in this test method. 3.1.1 dynamic mechanical measurement, n—a technique in which either the modulus or damping, or both, of a substance under oscillatory applied force or displacement is measured as a function of temperature, frequency, or time, or combination thereof. 3.1.2 elastic limit [FL–2], n—the greatest stress that a material is capable of sustaining without permanent strain E6 remaining upon complete release of the stress. 3.1.3 elastic modulus [FL–2], n—the ratio of stress to strain below the proportional limit. E6 3.1.4 Poisson’s ratio (µ) [nd], n—the absolute value of the ratio of transverse strain to the corresponding axial strain resulting from uniformly distributed axial stress below the proportional limit of the material. 18.104.22.168 Discussion—In isotropic materials, Young’s Modulus ( E), shear modulus (G), and Poisson’s ratio (µ) are related by the following equation:
µ 5 ~E/2G! – 1 (1) E6 3.1.5 proportional limit [FL–2], n—the greatest stress that a material is capable of sustaining without deviation from E6 proportionality of stress to strain (Hooke’s law). 3.1.6 shear modulus (G) [FL–2], n—the elastic modulus in shear or torsion. Also called modulus of rigidity or torsional E6 modulus. 3.1.7 Young’s modulus (E) [FL–2], n—the elastic modulus in E6 tension or compression. 3.2 Deﬁnitions of Terms Speciﬁc to This Standard: 3.2.1 antinodes, n—two or more locations that have local maximum displacements, called antinodes, in an unconstrained slender rod or bar in resonance. For the fundamental ﬂexure resonance, the antinodes are located at the two ends and the center of the specimen. 3.2.2 elastic, adj—the property of a material such that an application of stress within the elastic limit of that material making up the body being stressed will cause an instantaneous and uniform deformation, which will be eliminated upon removal of the stress, with the body returning instantly to its original size and shape without energy loss. Most elastic materials conform to this deﬁnition well enough to make this resonance test valid. 3.2.3 ﬂexural vibrations, n—the vibrations that occur when the oscillations in a slender rod or bar are in a plane normal to the length dimension. 3.2.4 homogeneous, adj—the condition of a specimen such that the composition and density are uniform, so that any smaller specimen taken from the original is representative of the whole. Practically, as long as the geometrical dimensions of the test specimen are large with respect to the size of individual grains, crystals, components, pores, or microcracks, the body can be considered homogeneous.
--`,,`,`,,``,`,,`,,`,``,`,`,,,``-`-`,,`,,`,`,,`--- 3.2.5 in-plane ﬂexure, n—for rectangular parallelepiped geometries, a ﬂexure mode in which the direction of displacement is in the major plane of the test specimen. 3.2.6 isotropic, adj—the condition of a specimen such that the values of the elastic properties are the same in all directions in the material. Materials are considered isotropic on a macroscopic scale, if they are homogeneous and there is a random distribution and orientation of phases, crystallites, components, pores, or microcracks. 3.2.7 longitudinal vibrations, n—the vibrations that occur when the oscillations in a slender rod or bar are parallel to the length of the rod or bar. 3.2.8 nodes, n—a slender rod or bar in resonance containing one or more locations having a constant zero displacement. For the fundamental ﬂexural resonance of such a rod or bar, the nodes are located at 0.224 L from each end, where L is the length of the specimen. 3.2.9 out-of-plane ﬂexure, n—for rectangular parallelepiped geometries, a ﬂexure mode in which the direction of displacement is perpendicular to the major plane of the test specimen. 3.2.10 resonant frequency, n—naturally occurring frequencies of a body driven into ﬂexural, torsional, or longitudinal vibration that are determined by the elastic modulus, mass, and dimensions of the body. The lowest resonant frequency in a given vibrational mode is the fundamental resonant frequency of that mode. 3.2.11 slender rod or bar, n—in dynamic elastic property testing, a specimen whose ratio of length to minimum crosssectional dimension is at least 5 and preferably in the range from 20 to 25. 3.2.12 torsional vibrations, n—the vibrations that occur when the oscillations in each cross-sectional plane of a slender rod or bar are such that the plane twists around the length dimension axis. 4. Summary of Test Method 4.1 This test method measures the fundamental resonant frequency of test specimens of suitable geometry by exciting them mechanically by a singular elastic strike with an impulse tool. A transducer (for example, contact accelerometer or non-contacting microphone) senses the resulting mechanical vibrations of the specimen and transforms them into electric signals. Specimen supports, impulse locations, and signal pick-up points are selected to induce and measure speciﬁc modes of the transient vibrations. The signals are analyzed, and the fundamental resonant frequency is isolated and measured by the signal analyzer, which provides a numerical reading that is (or is proportional to) either the frequency or the period of the specimen vibration. The appropriate fundamental resonant frequencies, dimensions, and mass of the specimen are used to calculate dynamic Young’s modulus, dynamic shear modulus, and Poisson’s ratio. 5. Signiﬁcance and Use 5.1 This test method may be used for material development, characterization, design data generation, and quality control purposes. Copyright ASTM International Provided by IHS under license with ASTM No reproduction or networking permitted without license from IHS 2 icensee=Committee on Institutional Cooperation/5967164001 L
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5.2 This test method is speciﬁcally appropriate for determining the modulus of materials that are elastic, homogeneous, and isotropic (1).3 5.3 This test method addresses the room temperature determination of dynamic moduli of elasticity of slender bars (rectangular cross section) and rods (cylindrical). Flat plates and disks may also be measured similarly, but the required equations for determining the moduli are not addressed herein. 5.4 This dynamic test method has several advantages and differences from static loading techniques and from resonant techniques requiring continuous excitation. 5.4.1 The test method is nondestructive in nature and can be used for specimens prepared for other tests. The specimens are subjected to minute strains; hence, the moduli are measured at or near the origin of the stress-strain curve, with the minimum possibility of fracture. 5.4.2 The impulse excitation test uses an impact tool and simple supports for the test specimen. There is no requirement for complex support systems that require elaborate setup or alignment. 5.5 This technique can be used to measure resonant frequencies alone for the purposes of quality control and acceptance of test specimens of both regular and complex shapes. A range of acceptable resonant frequencies is determined for a specimen with a particular geometry and mass. The technique is particularly suitable for testing specimens with complex geometries (other than parallelepipeds, cylinders/rods, or disks) that would not be suitable for testing by other procedures. Any specimen with a frequency response falling outside the prescribed frequency range is rejected. The actual modulus of each specimen need not be determined as long as the limits of the selected frequency range are known to include the resonant frequency that the specimen must possess if its geometry and mass are within speciﬁed tolerances. 5.6 If a thermal treatment or an environmental exposure affects the elastic response of the test specimen, this test method may be suitable for the determination of speciﬁc effects of thermal history, environment exposure, and so forth. Specimen descriptions should include any speciﬁc thermal treatments or environmental exposures that the specimens have received. 6. Interferences 6.1 The relationships between resonant frequency and dynamic modulus presented herein are speciﬁcally applicable to homogeneous, elastic, isotropic materials. 6.1.1 This method of determining the moduli is applicable to composite and inhomogeneous materials only with careful consideration of the effect of inhomogeneities and anisotropy. The character (volume fraction, size, morphology, distribution, orientation, elastic properties, and interfacial bonding) of the reinforcement and inhomogeneities in the specimens will have a direct effect on the elastic properties of the specimen as a whole. These effects must be considered in interpreting the test results for composites and inhomogeneous materials.
--`,,`,`,,``,`,,`,,`,``,`,`,,,``-`-`,,`,,`,`,,`--- 3 The boldface numbers in parentheses refer to the list of references at the end of this standard. 6.1.2 The procedure involves measuring transient elastic vibrations. Materials with very high damping capacity may be difficult to measure with this technique if the vibration damps out before the frequency counter can measure the signal (commonly within three to ﬁve cycles). 6.1.3 If speciﬁc surface treatments (coatings, machining, grinding, etching, and so forth) change the elastic properties of the near-surface material, there will be accentuated effects on the properties measured by this ﬂexural method, as compared to static/bulk measurements by tensile or compression testing. 6.1.4 This test method is not satisfactory for specimens that have major discontinuities, such as large cracks (internal or surface) or voids. 6.2 This test method for determining moduli is limited to specimens with regular geometries (rectangular parallelepiped, cylinders, and disks) for which analytical equations are available to relate geometry, mass, and modulus to the resonant vibration frequencies. This test method is not appropriate for determining the elastic properties of materials that cannot be fabricated into such geometries. 6.2.1 The analytical equations assume parallel and concentric dimensions for the regular geometries of the specimen. Deviations from the speciﬁed tolerances for the dimensions of the specimens will change the resonant frequencies and introduce error into the calculations. 6.2.2 Edge treatments such as chamfers or radii are not considered in the analytical equations. Edge chamfers change the resonant frequency of the test bars and introduce error into the calculations of the dynamic modulus. It is recommended that specimens for this test method not have chamfered or rounded edges. 6.2.3 For specimens with as-fabricated and rough or uneven surfaces, variations in dimension can have a signiﬁcant effect in the calculations. For example, in the calculation of dynamic modulus, the modulus value is inversely proportional to the cube of the thickness. Uniform specimen dimensions and precise measurements are essential for accurate results. 6.3 This test method assumes that the specimen is vibrating freely, with no signiﬁcant restraint or impediment. Specimen supports should be designed and located properly in accordance with the instructions so the specimen can vibrate freely in the desired mode. In using direct contact transducers, the transducer should be positioned away from antinodes and with minimal force to avoid interference with free vibration. 6.4 Proper location to the impulse point and transducer is important in introducing and measuring the desired vibration mode. The locations of the impulse point and transducer should not be changed in multiple readings; changes in position may develop and detect alternate vibration modes. In the same manner, the force used in impacting should be consistent in multiple readings. 6.5 If the frequency readings are not repeatable for a speciﬁc set of impulse and transducer locations on a specimen, it may be because several different modes of vibration are being developed and detected in the test. The geometry of the test bar and desired vibration mode should be evaluated and used to identify the nodes and antinodes of the desired vibrations. More consistent measurements may be obtained if
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the impulse point and transducer locations are shifted to induce and measure the single desired mode of vibration. 7. Apparatus 7.1 Apparatus suitable for accurately detecting, analyzing, and measuring the fundamental resonant frequency or period of a vibrating free-free beam is used. The test apparatus is shown in Fig. 1. It consists of an impulser, a suitable pickup transducer to convert the mechanical vibration into an electrical signal, an electronic system (consisting of a signal conditioner/ampliﬁer, a signal analyzer, and a frequency readout device), and a support system. Commercial instrumentation is available that measures the frequency or period of the vibrating specimen.4 7.2 Impulser—The exciting impulse is imparted by lightly striking the specimen with a suitable implement. This implement should have most of its mass concentrated at the point of impact and have mass sufficient to induce a measurable mechanical vibration, but not so large as to displace or damage the specimen physically. In practice, the size and geometry of the impulser depends on the size and weight of the specimen and the force needed to produce vibration. For commonly tested geometries (small bars, rods, and disks) an example of such an impulser would be a steel sphere 0.5 cm in diameter glued to the end of a ﬂexible 10-cm long polymer rod. (See Fig. 2.) An alternate impulser would be a solid metal, ceramic, or polymer sphere (0.1 to 1.0 cm in diameter) dropped on the specimen through a guide tube to ensure proper impulse position. 7.3 Signal Pickup— Signal detection can be by means of transducers in direct contact with the specimen or by noncontact transducers. Contact transducers are commonly accelerometers using piezoelectric or strain gage methods to measure the vibration. Non contact transducers are commonly acoustic microphones, but they may also use laser, magnetic, or capacitance methods to measure the vibration. The frequency range of the transducer shall be sufficient to measure the expected frequencies of the specimens of interest. A suitable range would be from 100 Hz to 50 kHz for most advanced ceramic test specimens. (Smaller and stiffer specimens vibrate at higher frequencies.) The frequency response of the transducer across the frequency range of interest shall have a FIG. 2 Diagram of Typical Impulser for Small Specimens 4 Suitable instrumentation is the Grindosonic instrument. The sole source of supply of this instrument is J. W. Lemmens, 3466 Bridgeland Dr., St. Louis, MO 63044-2606. If you are aware of alternative suppliers, please provide this information to ASTM Headquarters. Your comments will receive careful consideration at a meeting of the responsible technical committee1, which you may attend. bandwidth of at least 10 % of the maximum measured frequency before –3 dB power loss occurs. 7.4 Electronic System—The electronic system consists of a signal conditioner/ampliﬁer, signal analyzer, and a frequency readout device. The system should have accuracy and precision sufficient to measure the frequencies of interest to an accuracy of 0.1 %. The signal conditioner/ampliﬁer should be suitable to power the transducer and provide an appropriate ampliﬁed signal to the signal analyzer. The signal analysis system consists of a frequency counting device and a readout device. Appropriate devices are frequency counter systems with storage capability or digital storage oscilloscopes with a frequency counter module. With the digital storage oscilloscope, a Fast Fourier Transform signal analysis system may be useful for analyzing more complex waveforms and identifying the fundamental resonant frequency. 7.5 Support System— The support shall serve to isolate the specimen from extraneous vibration without restricting the desired mode of specimen vibration. Appropriate materials should be stable at the test temperatures. Support materials can be either soft or rigid for ambient conditions. Examples of soft materials would be a compliant elastomeric material, such as polyurethane foam strips. Such foam strips would have simple ﬂat surfaces for the specimen to rest on. Rigid materials, such as metal or ceramic, should have sharp knife edges or cylindrical surfaces on which the specimen should rest. The rigid supports should be resting on isolation pads to prevent ambient vibrations from being picked up by the transducer. Wire suspension can also be used. Specimens shall be supported along node lines appropriate for the desired vibration in the locations described in Section 8. 8. Test Specimen 8.1 The specimens shall be prepared so that they are either rectangular or circular in cross section. Either geometry can be used to measure both dynamic Young’s modulus and dynamic shear modulus. Although the equations for computing shear modulus with a cylindrical specimen are both simpler and more accurate than those used with a rectangular bar, experimental difficulties in obtaining torsional resonant frequencies for a cylindrical specimen usually preclude its use for determining shear modulus.
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8.2 Resonant frequencies for a given specimen are functions of the specimen dimensions as well as its mass and moduli; dimensions should therefore be selected with this relationship in mind. The selection of size shall be made so that, for an estimated modulus, the resonant frequencies measured will fall within the range of frequency response of the transducers and electronics used. For a slender rod, the ratio of length to minimum cross-sectional dimension shall have a value of at least 5. However, a ratio of approximately 20 ' 25 is preferred for ease in calculation. For shear modulus measurements of rectangular bars, a ratio of width to thickness of 5 or greater is recommended for minimizing experimental difficulties. 8.3 All surfaces on the rectangular specimen shall be ﬂat. Opposite surfaces across the length, thickness, and width shall be parallel to within 0.1 %. The cylindrical specimen shall be round and constant in diameter to within 0.1 %. 8.4 Specimen mass shall be determined to within 0.1 %. 8.5 Specimen length shall be measured to within 0.1 %. The thickness and width of the rectangular specimen shall be measured to within 0.1 % at three locations and an average determined. The diameter of the cylindrical specimen shall be measured to within 0.1 % at three locations and an average determined. 8.6 Table 1 illustrates how uncertainties in the measured parameters inﬂuence the calculated modulus. It shows that calculations are most sensitive to error in the measurement of the thickness. Special care must be taken when measuring the thickness of samples with a thickness of less than 3 mm. 9. Procedure 9.1 Activate all electrical equipment, and allow it to stabilize according to the manufacturer’s recommendations. 9.2 Use a test specimen established as a veriﬁcation/ calibration standard to verify the equipment response and accuracy. 9.3 Fundamental Flexural Resonant Frequency (Out-ofPlane Flexure): 9.3.1 Place the specimen on the supports located at the fundamental nodal points (0.224 L from each end; see Fig. 3). 9.3.2 Determine the direction of maximum sensitivity for the transducer. Orient the transducer so that it will detect the desired vibration. 22.214.171.124 Direct Contact Transducers—Place the transducer in contact with the test specimen to pick up the desired vibration. If the transducer is placed at an antinode (location of maximum displacement), it may mass load the specimen and modify the natural vibration. The transducer should preferably be placed only as far from the nodal points as necessary to obtain a reading (see Fig. 3). This location will minimize the
TABLE 1 Effects of Variable Error on Modulus Calculation
Variable Frequency (f) Length (L) Mass (m) Width (b) Thickness (t) Diameter (D) Measurement Error 0.1 % 0.1 % 0.1 % 0.1 % 0.1 % 0.1 % Variable Exponent in Modulus Equation f2 L3 m b–1 t–3 D–4 Calculation Error 0.2 % 0.3 % 0.1 % 0.1 % 0.3 % 0.4 % damping effect from the contacting transducer. The transducer contact force should be consistent, with good response and minimal interference with the free vibration of the specimen. 126.96.36.199 Non Contact Transducers—Place the non-contact transducer over an antinode point and close enough to the test specimen to pick up the desired vibration, but not so close as to interfere with the free vibration (see Fig. 3). 9.3.3 Strike the specimen lightly and elastically, either at the center of the specimen or at the opposite end of the specimen from the detecting transducer (see Fig. 3). 9.3.4 Record the resultant reading, and repeat the test until ﬁve consecutive readings are obtained that lie within 1 % of each other. Use the average of these ﬁve readings to determine the fundamental resonant frequency in ﬂexure. 9.4 Fundamental Flexural Resonant Frequency (In-Plane Flexure): 9.4.1 This procedure is the same as 9.3, except that the direction of vibration is in the major plane of the specimen. This measurement can be performed in two ways. In one case, move the transducer and impulser 90° around the long axis of the test specimen to introduce and detect vibrations in the major plane (see Fig. 3). In the alternate method, rotate the test bar 90° around its long axis and reposition it on the specimen supports. Transpose the width and thickness dimensions in the calculations. For homogeneous, isotropic materials, the calculated moduli should be the same as the moduli calculated from the out-of-plane frequency. The comparison of in-plane and out-of-plane frequency measurements can thus be used as a cross check of experimental methods and calculations. 9.5 Fundamental Torsional Resonant Frequency: 9.5.1 Support the specimen at the midpoint of its length and width (the torsional nodal planes) (see Fig. 4). 9.5.2 Locate the transducer at one quadrant of the specimen, preferably at approximately 0.224 L from one end and toward the edge. This location is a nodal point of ﬂexural vibration and will minimize the possibility of detecting a spurious ﬂexural mode (see Fig. 4). 9.5.3 Strike the specimen on the quadrant diagonally opposite the transducer, again at 0.224 L from the end and near the edge. Striking at a ﬂexural nodal point will minimize the possibility of exciting a ﬂexural mode of vibration (see Fig. 4). 9.5.4 Record the resultant reading, and repeat the test until ﬁve consecutive readings are obtained that lie within 1 % of each other. Use the average of these ﬁve readings to determine the fundamental resonant frequency in torsion. 9.6 Fundamental Longitudinal Resonant Frequency: 9.6.1 Support the specimen at the midpoint of its length and width (the same as for torsion), or brace the specimen at its mid length, the fundamental longitudinal nodal position. 9.6.2 Locate the detecting transducer at the center of one of the end faces of the specimen. 9.6.3 Strike the end face of the specimen opposite to the face where the transducer is located. 9.6.4 Record the resultant reading, and repeat the test, until ﬁve consecutive readings are obtained that lie within 1 % of each other. Use the average of these ﬁve readings to determine the fundamental longitudinal resonant frequency.
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10. Calculation 10.1 Dynamic Young’s Modulus (2, 3): 10.1.1 For the fundamental ﬂexure frequency of a rectangular bar (2),
E 5 0.9465~mff2/b!~L3/t3!T 1 (2) where: E = Young’s modulus, Pa, m = mass of the bar, g (see Note 1), b = width of the bar, mm (see Note 1), L = length of the bar, mm (see Note 1), t = thickness of the bar, mm (see Note 1), f f = fundamental resonant frequency of bar in ﬂexure, Hz, and T1 = correction factor for fundamental ﬂexural mode to account for ﬁnite thickness of bar, Poisson’s ratio, and so forth.
T1 5 1 1 6.585 ~1 1 0.0752 µ 1 0.8109 µ2! ~t/L!2 – 0.868 ~t/L!4 8.340 ~1 1 0.2023 µ 1 2.173 µ2! ~t/L!4 – (3) 1.000 1 6.338 ~1 1 0.1408 µ 1 1.536 µ2! ~t/L! 2 F G where: µ = Poisson’s ratio.
NOTE 1—In the modulus equations, the mass and length terms are given in units of grams and millimetres. However, the deﬁned equations can also be used with mass and length terms in units of kilograms and metres with no changes in terms or exponents. 10.1.1.1 If L/t $ 20, T1 can be simpliﬁed to the following:
T1 5 [1.000 1 6.585 ~t/L!2# (4) tions. An iterative process is then used to determine a value of Poisson’s ratio, based on experimental Young’s modulus and shear modulus. The iterative process is ﬂowcharted in Fig. 5 and described in (1) through (5), (1) Determine the fundamental ﬂexural and torsional resonant frequency of the rectangular test specimen, as described in Section 9. Using Eq 13 calculate the dynamic shear modulus of the test specimen for the fundamental torsional resonant frequency. (2) Using Eq 2 and Eq 3, calculate the dynamic Young’s modulus of the rectangular test specimen from the fundamental ﬂexural resonant frequency, dimensions and mass of the specimen, and initial/iterative Poisson’s ratio. Care must be exercised in using consistent units for all of the parameters throughout the computations. (3) Substitute the dynamic shear modulus and Young’s modulus values calculated in steps (1) and (2) into Eq 16 for Poisson’s ratio satisfying isotropic conditions. Calculate a new value for Poisson’s ratio for another iteration beginning at Step (2). (4) Repeat Steps (2) and (3) until no signiﬁcant difference (2 % or less) is observed between the last iterative value and the ﬁnal computed value of the Poisson’s ratio. (5) Self-consistent values for the moduli are thus obtained. 10.1.2 For the fundamental ﬂexural frequency of a rod of circular cross section (2):
E 5 1.6067~L3/D4!~mff 2!T18 (5) and E can be calculated directly. 10.1.1.2 If L/t < 20 and Poisson’s ratio is known, then T1 can be calculated directly from Eq 3 and then used to calculate E. 10.1.1.3 If L/t < 20 and Poisson’s ratio is not known, then an initial Poisson’s ratio must be assumed to begin the computa--`,,`,`,,``,`,,`,,`,``,`,`,,,``-`-`,,`,,`,`,,`--- where: D = diameter of rod, mm (see Note 1), and T18 = correction factor for fundamental ﬂexural mode to account for ﬁnite diameter of rod, Poisson’s ratio, and so forth. FIG. 5 Process Flow Chart for Iterative Determination of Poisson’s Ratio
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T18 = 1 1 4.939 ~1 1 0.0752 µ 1 0.8109 µ2! ~D/L!2 – 0.4883 ~D/L!4
2 4 10.2.1 For the fundamental torsional frequency of a rectangular bar (3):
G5 4 Lmft2 bt R (13) 4.691 ~1 1 0.2023 µ 1 2.173 µ ! ~D/L! – 1.000 1 4.754 ~1 1 0.1408 µ 1 1.536 µ2! ~D/L! 2 F G (6) 10.1.2.1 If L/D $ 20, then T18 can be simpliﬁed to the following:
T18 5 [1.000 1 4.939 ~D/L! #
2 where: G = dynamic shear modulus, Pa, ft = fundamental resonant frequency of bar in torsion Hz.
R5 (7) E 5 16 m f2 1 F L 2 p De K G G 5 16mf t2~L/pD2! (15) (8) 10.3 Poisson’s Ratio:
µ 5 ~E/2G! – 1 (16) where: f1 = fundamental longitudinal frequency of bar, Hz K = correction factor for the fundamental longitudinal mode to account for the ﬁnite diameter-to-length ratio and Poisson’s Ratio:
K512 F 2 p 2 µ2 D e 2 8L G (9) where: µ = Poisson’s ratio De = the effective diameter of the bar (a) For a circular cross section bar:
De5D (10) where: µ = Poisson’s ratio, E = Young’s modulus, and G = shear modulus. If Poisson’s ratio is not known or assumed, then the iterative process (described in Section 10.1.1.3) must be used to determine an experimental Poisson’s ratio, using the appropriate equations for Young’s modulus and shear modulus and the experimental geometry (round, square, or rectangular cross section) (Fig. 6). 10.4 If measurements are made at elevated or cryogenic temperatures, the calculated moduli must be corrected for thermal expansion effects using Eq 17.
MT 5 [email protected][email protected]/~1 1 aDT!# (17) where: D = the diameter of the bar (mm) (b) For a square cross-section bar:
4 b2 2 De 5 3 (11) where: b = the width/thickness of the square cross section, mm (c) For a rectangular cross section bar:
2 De 5 2 b 2 1 t2 3 (12) where: b = the width of the rectangular cross-section, mm t = the thickness of the rectangular cross-section, mm 10.2 Dynamic Shear Modulus (4): where: MT = modulus at temperature T (either Young’s modulus E or shear modulus G), Mo = modulus at room temperature (either Young’s modulus E or shear modulus G), = resonant frequency in furnace or cryogenic chamber fT at temperature T, = resonant frequency at room temperature in furnace or fo cryogenic chamber, a = average linear thermal expansion (mm/mm·°C) from room temperature to test temperature (Test Method C 372 is recommended), and DT = temperature differential in °C between test temperature T and room temperature. Copyright ASTM International Provided by IHS under license with ASTM No reproduction or networking permitted without license from IHS 8 icensee=Committee on Institutional Cooperation/5967164001 L
Not for Resale, 08/07/2009 13:51:41 MDT --`,,`,`,,``,`,,`,,`,``,`,`,,,``-`-`,,`,,`,`,,`--- 10.1.2.2 If L/D < 20 and Poisson’s ratio is known, then T18 can be calculated directly from Eq and then used to calculate E. 10.1.2.3 If L/D < 20 and Poisson’s ratio is not known, then an initial Poisson’s ratio must be assumed to start the computations. Final values for Poisson’s ratio, dynamic Young’s modulus, and dynamic shear modulus are determined, using the same method shown in Fig. 5 and described in (1) through (5) in 10.1.1.3, but using the modulus equations for circular bars (Eq 5, Eq , and Eq 15). 10.1.3 For the fundamental longitudinal frequency of a slender bar with circular, square or rectangular cross-section: 3 b2 11 t t 1.991 4–2.521b 1– b ep t 11 S SD D 4F 11 0.00851n2b2 L2 G
(14) nb 20.060 L S DS D
b t –1 3 2 2 Eq 14 should be accurate to within ~0.2% for b/L #0.3 and b/t #10 in the fundamental mode of vibration, otherwise the errors are estimated to be # 1%. 10.2.2 For the fundamental torsion frequency of a cylindrical rod (3): E 1876 – 09 FIG. 6 Rectangular Specimen Tested for Longitudinal Vibration 10.5 Use the following stress conversion factor for English units.
1 Pa 5 1.450 3 10–4 psi (18) 11. Report 11.1 Report the following information: 11.1.1 Identiﬁcation of speciﬁc tests performed, a detailed description of apparatus used (impulser, transducer, electrical system, and support system), and an explanation of any deviations from the described test method. 11.1.2 Complete description of material(s) tested stating composition, number of specimens, specimen geometry and mass, specimen history, and any treatments to which the specimens have been subjected. Include comments on dimensional variability, surface ﬁnish, edge conditions, observed changes after cryogenic or high-temperature testing, and so forth, where pertinent. 11.1.3 Specimen temperature at measurement, number of measurements taken, numerical values obtained for measured fundamental resonant frequencies, and the calculated values for dynamic Young’s modulus, dynamic shear modulus, Poisson’s ratio for each specimen tested. 11.1.4 Date of test and name of the person performing the test. 11.1.5 Laboratory notebook number and page on which test data are recorded or the computer data ﬁle name, or both, if used. 12. Precision and Bias 12.1 An evaluation (6) was conducted and published in 1990, by Smith, Wyrick, and Poole, of three different methods of modulus measurement of mechanically alloyed materials. As part of that evaluation, the impulse modulus measurement method,3 using a commercial instrument, was used. With that instrument, the precision of the impulse method was measured using a NIST Standard Reference Material 718 (alumina reference bar No. C1) in ﬂexural vibration. The NIST standard had a measured and speciﬁed fundamental ﬂexural frequency of 2043.3 Hz. The fundamental ﬂexural resonant frequency of the NIST reference bar was measured by the impulse method and reported by Smith, Wyrick, and Poole as 2044.6 Hz. This was a percentage error of +0.06 %, indicating the level of bias that is achievable with the impulse method. 12.2 An intralaboratory round-robin test was conducted in 1993 to measure the precision of frequency measurement on
Copyright ASTM International Provided by IHS under license with ASTM No reproduction or networking permitted without license from IHS two monolithic ceramic test bars. A bias test was not conducted because suitable standard reference bars were not readily available. 12.2.1 The tests were conducted with an alumina test bar (10 g, 83.0 by 6.9 by 4.8 mm) and a silicon nitride bar (2.0 g, 50 by 4.0 by 3.0 mm). The silicon nitride bar was machined to Test Method C 1161 tolerances; the alumina bar was not machined and varied from 4.5 to 4.8 mm in thickness along its length. The variations in the alumina bar thickness were deliberate; it provided a test of the robustness of the frequency measurement technique. 12.2.2 Torsional frequency measurements were not performed because the width-thickness ratio of the bars was not suitable for torsional frequency measurements. 12.2.3 The bars were tested in ﬂexural vibration at eight laboratories using ten combinations of different frequency analyzer test systems, impulsers, contact and non contact transducers, and supports systems. For the alumina bar, the mean measured ﬂexural frequency for the ten tests was 6581 Hz, with a standard deviation of 20 Hz. This corresponds to a coefficient of variation of 0.3 %. For the silicon nitride bar, the mean measured ﬂexural frequency for the ten tests was 11 598 Hz, with a standard deviation of 34 Hz. This corresponds to a coefficient of variation of 0.3 %. 12.2.4 The intralaboratory study did show that individuals with experience in using the impulse test method for a given specimen geometry produced data sets with smaller standard deviations. For example, with the alumina test bar, the coefficients of variation for individual laboratories ranged from 0.001 to 0.6 % among the ten test sets. For the silicon nitride bar, the range of coefficients of variation was 0.001 to 1.0 % for the individual laboratories. 12.2.5 Based on this intralaboratory study of the impulse test method, the repeatability and reproducibility coefficients at the 95 % conﬁdence level are listed in Table 2. 12.3 A propagation of errors analysis of the equations for E and G using the stated tolerances for dimensions, mass, and frequency measurements in this test method has shown that a
TABLE 2 Within- and Between-Laboratory Precision
Test Bar No. and Type Measured fund, ﬂexural frequency (Hz) 95 % repeatability limit (within laboratory) CV, %rA 95 % reproducibility limit (between laboratories) CV, %RA
A Al2O3 6581 0.9 % 1.2 % Si3N4 11 598 1.1 % 1.3 % Calculated in accordance with Practice E 177, Section 28. 9 icensee=Committee on Institutional Cooperation/5967164001 L
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0.1 % error in the measurement of the key variables produces a range of errors in the calculation of the modulus based on the variable exponent in the equations. Table 1 gives the calculation error effects of errors in the different experimental variables. 12.4 It is expected that the major sources of experimental variation in modulus values for this test method will be in two measurements—the fundamental frequency and the smallest dimension (thickness/diameter) of the test bars. If a fundamental resonant frequency of 6000 Hz is measurable to an accuracy of 18 Hz/(0.3 %) and a 3-mm thick bar is parallel and measured to an accuracy of 0.01 mm (0.3 %), the error in the thickness measurement will have the greater effect on the modulus calculation (0.9 % for thickness error versus 0.6 % for frequency error). 13. Keywords 13.1 dynamic; elastic modulus; elastic properties; impulse; Poisson’s ratio; shear modulus; Young’s modulus ANNEX
(Mandatory Information) A1. (DISC-SHAPED SPECIMENS) FOR DYNAMIC YOUNG’S MODULUS, SHEAR MODULUS, AND POISSON’S RATIO BY IMPULSE EXCITATION OF VIBRATION A1.1 Scope A1.1.1 This annex covers the evaluation of disc geometry specimens for the determination of the dynamic elastic properties of elastic materials at ambient temperatures. With a disc-shaped specimen, the Poisson’s ratio is determined using the resonant frequencies of the ﬁrst two natural vibration modes. The dynamic Young’s modulus and dynamic shear modulus are then calculated using the Poisson’s ratio, the experimentally-determined fundamental resonant frequencies, and the specimen dimensions and mass. A1.1.2 In testing disc specimens for Young’s modulus, shear modulus, and Poisson’s ratio, the disc geometry requires a signiﬁcantly different set of equations and method of calculation and some minor changes in procedures. This annex describes those variations as they relate to terminology, test specimens, procedures and calculations for the disc geometry specimens. However, the general methods, references, terminology, signiﬁcance, interferences, apparatus, specimen requirements, and procedures described in the main body of the test method are still pertinent to the test procedure and the results. A1.1.3 The use of the disc geometry is suitable for monolithic and particulate/whisker/ﬁber reinforced materials. However, the disc geometry is not recommended for continuous ﬁber reinforced composite materials because of the anisotropy in mechanical properties and the difficulty in determining orientation effects on the measured frequencies. A1.2 Terminology A1.2.1 Description of Terms Speciﬁc to this Annex for Disc-Shaped Specimens A188.8.131.52 anti-nodes, n—two or more locations that have local maximum displacements in an unconstrained resonant specimen. A184.108.40.206 ﬁrst natural vibration, n—the vibrations that occur when the displacements in the cross-sectional plane (the plane that is parallel to the ﬂat of the disc) are normal to the plane and symmetrical around two orthogonal diameters in the plane of the disc, producing a twisting of the disc. This is an orthogonal anti-ﬂexural mode of vibration (7). For the ﬁrst natural vibration mode, the nodes are located along two orthogonal diameters, offset 45° from the point where the vibration was induced. The anti-nodes are located along two orthogonal (90° offset) diameters in the disc, with one diameter intersecting the point where the vibration was induced. See Fig. A1.1, which shows a ﬁnite element map of anti-ﬂexural displacement in a disc and a schematic of the nodal and antinodal lines for the ﬁrst natural vibration of the disc). FIG. A1.1 Displacement Diagram for Disc-Shaped Specimen in First Natural Vibration --`,,`,`,,``,`,,`,,`,``,`,`,,,``-`-`,,`,,`,`,,`--- Copyright ASTM International Provided by IHS under license with ASTM No reproduction or networking permitted without license from IHS 10icensee=Committee on Institutional Cooperation/5967164001 L
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A220.127.116.11 nodes, n—one or more locations that have a constant zero displacement in an unconstrained resonant specimen. A18.104.22.168 second natural vibration, n—the vibrations that occur when the displacements in the cross-sectional plane (the plane that is parallel to the ﬂat of the disc) are normal to the plane and are uniform in displacement for a given radial distance from the center point through the entire 360° arc. This is axisymmetric ﬂexural vibration (7). For the second natural vibration mode of a disc, the nodes are located in a circle concentric with the center of the disc with a fractional radius of 0.681 of the disc radius. The anti-nodes are located at the center and around the circumference of the disc specimen. See Fig. A1.2, which shows a ﬁnite element map of axisymmetric ﬂexural displacement in a disc and a schematic of the nodal circle and the antinodal points and line for the second natural vibration of the disc). A1.3 Test Specimen A1.3.1 Fabricate the specimens so that they are disc-shaped with a diameter-to-thickness ratio of at least four, with a value of 10-20 recommended for experimental simplicity. Resonant frequencies for a given specimen are a function of the specimen dimensions as well as its mass and moduli; therefore, dimensions should be selected with this relationship in mind. By using approximate specimen dimensions and estimated values for the moduli and Poisson’s ratio, nominal resonant frequencies can be calculated with the formulas in Section A5. By adjusting the size of the specimen, the resonant frequencies can be tuned into the measurement range of the transducers and electronics. The dimensional tolerances for the thickness, diameter, and ﬂatness are given in A1.3.2-A1.3.5. A1.3.2 Measure the specimen thickness within 0.1 % at ﬁve locations (one at the center, two at the outer edge, and two at the 1⁄2 radius). Determine the average of the ﬁve measurements for a specimen thickness. A1.3.3 Ensure that the thickness of the disc is uniform so that opposite plane surfaces of the disc are parallel to within 0.1 % of the thickness, whichever is greater. For larger discs where precision machining of the thickness to those tolerances is difficult, an alternative tolerance of 0.01 mm or 6 0.5 % is allowed, with proper allowances for the resulting loss of precision in the calculated modulus. The use of the less precise tolerance for the thickness should be noted in the report. A1.3.4 Measure the specimen diameter within 0.1 % at four locations (45° intervals around the circumference, as shown in Fig. A1.3.) Determine an average from the four measurements. Ensure that the diameter of the disc is uniform to within 6 0.1 %, whichever is greater. (The value of the radius is used to determine the Poisson’s ratio.) A1.3.5 Measure the ﬂatness of the disc resting on a surface plate with a dial gage, taking measurements at nine locations (one at the center, four at the outer edge, and four at the 1⁄2 radius) on the disc. Turn the disc over and repeat the measurement on the opposite face. The maximum difference between any two measurements on a face must not exceed 0.1 % of the diameter. A1.3.6 Determine the specimen mass to the nearest 10 mg or 0.1 % of the total weight, whichever is greater. A1.3.7 All other specimen requirements and recommendations as described in Section 8 of the main body of this standard are pertinent to the disc-shaped specimens. A1.4 Procedure A1.4.1 Active and allow all electrical equipment to stabilize according to manufacturer’s recommendations. A1.4.2 Use a test specimen established as an “in-house” veriﬁcation standard to check the operation of the test system. The “in-house” standard can also be used to verify the operation, repeatability, and precision of the system and the operator. The standard specimen should have a geometry similar in size and shape to the experimental specimens. A1.4.3 First Natural Resonant Frequency A22.214.171.124 Specimens can be supported either on soft polyurethane foam strips or on four hard support points. Specimens with a low (<10) diameter-to-thickness ratio may be supported on ﬂat strips of soft polyurethane foam set in an x-pattern. Experience has shown that foam supports are more compliant than hard supports and markedly reduce rattling and extraneous vibrations in the test. If foam supports are not available, place the specimen on four hard support points located at the intersections of the nodal diameters of the ﬁrst natural vibration with the nodal circle of the second natural vibration (see Fig. A1.4). Generally, visual positioning is sufficiently accurate for larger specimens (diameter >75 mm). Specimens with a high (>20) diameter-to-thickness ratio or a smaller diameter (<75 mm) will require more accurate positioning.
NOTE A1.1—For precise support location, the nodal circle diameter of the test specimen can be calculated as 0.681 of the geometrical mean diameter. Then draw, or otherwise deﬁne, the nodal circle of this diameter on a piece of paper so that it is concentric with a circle drawn slightly larger than the diameter of the test piece specimen. Locate four equally FIG. A1.2 Displacement Diagram for Disc-Shaped Specimen in Second Natural Vibration Mode
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variation is. There are two possible causes for this variation: • a geometry in which two vibration modes exist with similar frequencies that interfere during the measurement • inhomogeneities/ﬂaws in the test specimens which produce spurious vibrations or very rapid damping In the case of specimens with vibration modes that are similar in frequency, the vibration of interest can be enhanced and the undesirable vibration can be diminished, based on iterative changes in technique (support/tap/sensor location, tapping mode). For example, samples of rolled sheet may exhibit poor repeatability. Gradually rotating the sample will result in a sample position with good repeatability for the ﬁrst mode. Rotating the sample another 45° will result in another position with good repeatability for the ﬁrst mode. FIG. A1.3 Diameter Measurement Locations disposed positions around the nodal circle to deﬁne the support points (see Fig. A1.4). Place the supports at these positions and then place the test specimen on the supports so that the specimen is visually concentric with the second larger drawn circle. A126.96.36.199 Follow section 9.3.2 in the main body for orienting and using contact and non-contact transducers. Determine the direction of maximum sensitivity for the transducer. Orient the transducer so that it will detect the desired vibration. A188.8.131.52 For the ﬁrst natural vibration Fig. A1.5 shows the impulse and sensor points. Locate the transducer on a point (S1 in Fig. A1.5) on the second mode nodal circle on the ﬂat of the disc and offset by 45° from a support point. Strike the specimen on the ﬂat of the disc (X1 in Fig. A1.5) 90° away from the transducer point. Striking at the second mode nodal circle will minimize the possibility of exciting that particular mode of vibration.
NOTE A1.2—Accuracy and repeatability in the impulse excitation test depend upon developing and detecting a single vibration mode in the test specimen, without introducing and detecting alternative vibration modes in the specimen. Exciting and detecting a singular vibration mode for a simple geometry of suitable size depends on three experimental variables: • the alignment of the support points with the specimen nodal points to favor the desired vibration mode and to minimize interference • the location of the strike point at the antinode of the desired vibration mode and an elastic (rapid with short duration contact) method of striking • the positioning of the detection transducer at a point where the desired vibration mode is active, but where there is minimal interference from competitive vibrations With a minimal amount of experience and practice on a suitable specimen geometry, most operators can obtain repeatability and accuracy on the order of 1 % or better in a series of repeated test strikes. For a speciﬁc specimen, the ﬁrst test strikes are a means of determining the appropriate locations and methods of specimen support, striking, and signal detection. By slight shifts in those positions and repeated test strikes, the proﬁcient operator can ﬁnd the appropriate locations to achieve the consistent 1 % repeatability in a series of ﬁve consecutive readings. This is an iterative process for every new specimen; but can be done quickly by those operators who have experience with specimens of different sizes and compositions.
--`,,`,`,,``,`,,`,,`,``,`,`,,,``-`-`,,`,,`,`,,`--- A1.4.4 Second Natural Resonant Frequency A184.108.40.206 The specimen is supported at the same points used for the ﬁrst natural frequency support—the intersection of the ﬁrst natural frequency nodal diameters with the second natural frequency nodal circle (Fig. A1.4). A220.127.116.11 Position the transducer on the ﬂat of the disc close to the outer circumference (S2 in Fig. A1.5). Then strike the disc specimen lightly at the center of the specimen (X2 in Fig. A1.5). A18.104.22.168 After repeatability of the test procedure has been demonstrated, the operator takes at least ﬁve (5) readings. Use the average of these ﬁve readings to determine the second natural frequency (f2). If the readings vary by more than 1 % of each other, the operator shall review the measurement technique. [See Notes 2 and 3 following sections A22.214.171.124 and A126.96.36.199] A1.5 Calculations A1.5.1 The derivation and use of the equations for calculating the Poisson’s ratio and moduli from disc-shaped specimens are described in detail in two Refs (8, 9). The Martincek reference (8) gives the derivation and procedures for the baseline calculation. The fundamental equation deﬁning the relationship between the natural resonant frequency, the material properties, and the specimen dimensions is given by Martincek as:
Ki 2pr2 Œ A rt (A1.1) A188.8.131.52 After repeatability of the test procedure has been demonstrated, take and record at least ﬁve (5) readings. Use the average of these ﬁve readings to determine the ﬁrst natural frequency (f1). If readings repeat with a variation greater than 1 %, the operator shall review the measurement technique (supports, tap/sensor location, tapping mode) and the integrity/ geometry of the test specimen.
NOTE A1.3—Adjustments and improved consistency in technique may improve the repeatability. Measurement technique can also be checked for consistency by taking measurements on “in-house” calibration standards. If technique adjustments do not improve the repeatability for the experimental specimens, the operator should determine what the source of the
Copyright ASTM International Provided by IHS under license with ASTM No reproduction or networking permitted without license from IHS where fi is the resonant frequency of interest, Ki is the geometric factor for that resonant frequency, r is the radius of the disc, A is the plate constant (A = Et3/[12 (1-µ2)], t is the disc thickness, r is the density of the disc, E is Young’s modulus of elasticity, and µ is the Poisson’s ratio for the disc material. This is a general equation which is valid for both the ﬁrst natural and second natural vibrations. The Glandus reference supplements the Martincek article with more extensive tables for the geometric factors Ki and for determining Poisson’s ratio. The overall method for calculating the Poisson’s ratio, Young’s modulus, and the shear modulus from the ﬁrst natural and second natural frequencies is described by Martincek and by Glandus as the following three-step procedure. (1) Determine the Poisson’s ratio from the experimental values for the ﬁrst and second natural resonant frequencies. (2) Calculate two independent values for E (Young’s modulus of elasticity) using the Poisson’s ratio from step 1 and
12icensee=Committee on Institutional Cooperation/5967164001 L
Not for Resale, 08/07/2009 13:51:41 MDT E 1876 – 09 FIG. A1.4 Support Points for 1st and 2d Natural Vibrations in Discs FIG. A1.5 Impulse and Sensor Points for 1ST and 2d Natural Vibration in Discs the ﬁrst natural and second natural resonant frequencies. Determine E as the average of the two independent calculations. (3) Calculate the value of G (Shear Modulus) using the Poisson’s ratio from step 1 and the calculated value of E from step 2. The details for each calculation are given in the following sections. A1.5.2 Poisson’s Ratio (8,9) For the disc-shaped specimen, Poisson’s ratio (µ) can be determined directly from the experimental values of the ﬁrst natural resonant frequency (f1) and the second natural resonant frequency (f2). This is done by the use of Table A1.1, in which the value for Poisson’s ratio (µ) is interpolated from the table using the ratio of the second natural resonant frequency to the ﬁrst natural resonant frequency (f2/f1) correlated with the ratio of the specimen thickness to the specimen radius (t/r). For example, if the ratio (f2/f1) of the two experimental resonant frequencies is 1.55 and the thickness of the disc is 3 mm and the diameter is 30 mm (giving a t/r ratio of 0.20), then the Poisson’s ratio is 0.218 from the 9th column and 5th row of the table. A1.5.3 Dynamic Young’s Modulus (8,9) A184.108.40.206 For the Young’s modulus of a disc, two calculations of E (E1 and E2) are made independently from the two resonant frequency measurements, and then a ﬁnal value E is determined by averaging the two calculated values E1 and E2.
E1 5 [37.6991 f2 D2 m ~1 2 µ2!#/ ~K2 t3! 1 1
--`,,`,`,,``,`,,`,,`,``,`,`,,,``-`-`,,`,,`,`,,`--- E2 5 [37.6991 f2 D2 m ~1 2 µ2!#/ ~K2 t3! 2 2 E 5 ~E1 1 E2!/2 (A1.3) (A1.4) where: E= E1 = E2 = f1 = f2 = D= m= µ= K1 = K2 = t r = = Young’s modulus (Pa) ﬁrst natural calculation of Young’s modulus second natural calculation of Young’s modulus ﬁrst natural resonant frequency (Hz) of the disc second natural resonant frequency (Hz) of the disc diameter (mm) of the disc mass (g) of the disc Poisson’s ratio for the specimen as determined in Section A1.5.2 ﬁrst natural geometric factor from Table A1.2A & Table A1.2B (using linear interpolation as necessary) second natural geometric factor from Table A1.3A and Table A1.3B (using linear interpolation as necessary) thickness (mm) of the disc radius (mm) of the disc (A1.2) NOTE A1.4—The two tables in sets A-II and A-III give two different ranges for the independent variables t/r and µ. The ﬁrst table (A) gives the full range (t/r = 0.0 to 0.50 and µ = 0 to 0.50), while the second table (B) in each set gives a smaller range with smaller increments (t/r = 0.1 to 0.2 and µ = 0.14 to 0.34). The determination of a value for Ki from the tables is done in a similar manner to the method used for Poissons ratio in Table A1.1. NOTE A1.5—The constant 37.6991 in the equation is from the Glandus reference and is the numerical value of 12 p. Copyright ASTM International Provided by IHS under license with ASTM No reproduction or networking permitted without license from IHS 13icensee=Committee on Institutional Cooperation/5967164001 L
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TABLE A1.1 Poisson’s Ratio (µ) Values (as a function of f2/f1 and t/r) 
f2/f1 t/r Ratio 0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.45 0.50 1.350 0.015 0.018 0.020 0.023 0.025 0.033 0.040 0.051 0.062 0.070 0.078 1.375 0.043 0.044 0.045 0.049 0.053 0.060 0.068 0.078 0.088 0.096 0.105 1.400 0.070 0.070 0.070 0.075 0.080 0.088 0.096 0.105 0.113 0.123 0.132 1.425 0.094 0.094 0.094 0.100 0.105 0.114 0.122 0.130 0.138 0.148 0.158 1.450 0.118 0.118 0.118 0.124 0.130 0.139 0.148 0.155 0.162 0.173 0.183 1.475 1.500 1.525 0.184 0.185 0.185 0.192 0.198 0.206 0.214 0.224 0.234 0.242 0.250 1.550 0.205 0.206 0.206 0.212 0.218 0.227 0.235 0.245 0.255 0.263 0.270 1.575 0.226 0.226 0.227 0.233 0.239 0.247 0.255 0.264 0.274 0.281 0.289 1.600 0.247 0.247 0.247 0.254 0.260 0.268 0.275 0.284 0.292 0.300 0.307 POISSON’S RATIO (µ) 0.141 0.163 0.141 0.164 0.141 0.164 0.148 0.171 0.154 0.178 0.162 0.186 0.171 0.193 0.179 0.203 0.187 0.212 0.197 0.221 0.206 0.229 f2/f1 t/r Ratio 0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.45 0.50 1.625 0.265 0.265 0.265 0.271 0.278 0.286 0.294 0.302 0.310 0.318 0.327 1.650 0.282 0.283 0.283 0.289 0.295 0.304 0.312 0.320 0.328 0.337 0.346 1.675 0.297 0.298 0.300 0.306 0.312 0.320 0.328 0.336 0.344 0.354 0.363 1.700 0.312 0.314 0.316 0.322 0.328 0.336 0.344 0.352 0.360 0.370 0.380 1.725 0.329 0.331 0.332 0.338 0.344 0.351 0.358 0.367 0.376 0.387 0.397 1.750 POISSON’S 0.346 0.347 0.348 0.354 0.359 0.366 0.372 0.382 0.392 0.403 0.414 1.775 RATIO (µ) 0.362 0.363 0.363 0.368 0.374 0.380 0.387 0398 0.409 0.420 0.431 1.800 0.378 0.378 0.378 0.383 0.388 0.395 0.402 0.414 0.425 0.437 0.448 1.825 0.394 0.394 0.394 0.398 0.403 0.409 0.415 0.428 0.440 0.452 0.464 1.850 0.409 0.409 0.409 0.413 0.417 0.423 0.428 0.442 0.455 0.468 0.480 1.875 0.424 0.424 0.424 0.427 0.431 0.437 0.442 0.456 0.470 0.485 0.500 1.900 0.438 0.438 0.438 0.442 0.445 0.451 0.456 0.471 0.485 0.503 0.520 TABLE A1.2 a K1 Values (as a function of t/r and µ) 
t/r µ 0.000 0.050 0.100 0.150 0.200 0.250 0.300 0.350 0.400 0.450 0.500
--`,,`,`,,``,`,,`,,`,``,`,`,,,``-`-`,,`,,`,`,,`--- 0.000 6.170 6.076 5.962 5.830 5.681 5.517 5.340 5.192 4.973 4.781 4.540 0.050 6.144 6.026 5.905 5.776 5.639 5.491 5.331 5.156 4.964 4.756 4.525 0.100 6.090 5.968 5.847 5.720 5.587 5.445 5.290 5.120 4.931 4.723 4.490 0.150 6.012 5.899 5.782 5.657 5.524 5.380 5.223 5.052 4.865 4.661 4.436 0.200 5.914 5.816 5.705 5.581 5.446 5.297 5.135 4.961 4.775 4.576 4.365 0.250 K1 Value 5.800 5.717 5.613 5.490 5.351 5.197 5.030 4.853 4.668 4.476 4.280 0.300 5.674 5.603 5.504 5.382 5.240 5.083 4.913 4.734 4.551 4.365 4.182 0.350 5.540 5.473 5.377 5.256 5.114 4.957 4.787 4.610 4.429 4.249 4.075 0.400 5.399 5.331 5.234 5.115 4.975 4.822 4.656 4.483 4.306 4.131 3.960 0.450 5.255 5.178 5.079 4.962 4.826 4.681 4.523 4.358 4.186 4.013 3.841 0.500 5.110 5.019 4.915 4.800 4.673 4.537 4.390 4.234 4.070 3.899 3.720 TABLE A1.2 b K1 Values (as a function of t/r and µ) (9) 0.100 5.746 5.694 5.641 5.587 5.531 5.474 5.415 5.354 5.290 5.224 5.156 0.110 5.739 5.687 5.634 5.576 5.524 5.467 5.408 5.347 5.279 5.217 5.148 0.120 5.722 5.670 5.617 5.563 5.507 5.450 5.391 5.330 5.266 5.200 5.131 0.130 5.710 5.664 5.606 5.551 5.495 5.438 5.379 5.317 5.253 5.187 5.118 0.140 5.696 5.645 5.592 5.538 5.481 5.424 5.364 5.301 5.238 5.172 5.103 0.150 K1 Value 5.683 5.632 5.579 5.524 5.468 5.410 5.350 5.287 5.223 5.157 5.088 0.160 5.670 5.619 5.566 5.510 5.455 5.396 5.336 5.273 5.207 5.142 5.073 0.170 5.654 5.602 5.549 5.495 5.439 5.379 5.318 5.255 5.190 5.123 5.053 0.180 5.642 5.590 5.537 5.479 5.427 5.366 5.304 5.241 5.173 5.108 5.037 0.190 5.629 5.576 5.523 5.463 5.411 5.351 5.289 5.225 5.154 5.091 5.020 0.200 5.608 5.556 5.502 5.446 5.388 5.328 5.266 5.201 5.135 5.067 4.997 t/r µ 0.14 0.16 0.18 0.2 0.22 0.24 0.26 0.28 0.30 0.32 0.34 A1.5.4 Dynamic Shear Modulus (9) A220.127.116.11 The shear modulus is determined from the calculated Young’s modulus value and the Poisson ratio.
G 5 E/[2 ~1 1 µ!# (A1.5) where: G = shear modulus (Pa) E = Young’s modulus (Pa) calculated in section A1.5.3 µ = Poisson’s ratio determined in section A1.5.2 Copyright ASTM International Provided by IHS under license with ASTM No reproduction or networking permitted without license from IHS 14icensee=Committee on Institutional Cooperation/5967164001 L
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TABLE A1.3 a K2 Values (as a function of t/r and µ) 
t/r µ 0.000 0.050 0.100 0.150 0.200 0.250 0.300 0.350 0.400 0.450 0.500 0.000 8.240 8.378 8.511 8.640 8.764 8.884 9.000 9.111 9.219 9.321 9.420 0.050 8.226 8.339 8.459 8.584 8.712 8.840 8.962 9.081 9.193 9.292 9.376 0.100 8.151 8.252 8.364 8.485 8.611 8.738 8.860 8.977 9.085 9.178 9.252 0.150 8.027 8.124 8.233 8.349 8.469 8.589 8.705 8.814 8.913 8.997 9.063 0.200 7.863 7.963 8.071 8.182 8.294 8.403 8.508 8.605 8.692 8.766 8.824 0.250 K2 Value 7.670 7.777 7.885 7.990 8.092 8.189 8.280 8.363 8.436 8.499 8.550 0.300 7.455 7.570 7.679 7.779 7.871 7.954 8.030 8.098 8.157 8.208 8.252 0.350 7.227 7.350 7.459 7.553 7.635 7.706 7.767 7.819 7.865 7.905 7.940 0.400 6.991 7.120 7.228 7.316 7.390 7.450 7.497 7.535 7.569 7.598 7.625 0.450 6.754 6.885 6.991 7.074 7.141 7.191 7.226 7.253 7.276 7.295 7.313 0.500 6.520 6.649 6.751 6.830 6.889 6.931 6.960 6.979 6.991 7.001 7.010 TABLE A1.3 b K2 Values (as a function of t/r and µ)  t/r µ 0.14 0.16 0.18 0.2 0.22 0.24 0.26 0.28 0.3 0.32 0.34 0.100 8.460 8.510 8.560 8.611 8.662 8.712 8.762 8.811 8.860 8.907 8.954 0.110 8.443 8.493 8.542 8.586 8.646 8.694 8.743 8.791 8.833 8.885 8.932 0.120 8.411 8.460 8.509 8.559 8.613 8.660 8.708 8.755 8.804 8.848 8.894 0.130 8.385 8.433 8.482 8.530 8.582 8.630 8.678 8.726 8.772 8.818 8.863 0.140 8.355 8.403 8.451 8.500 8.548 8.597 8.645 8.692 8.739 8.784 8.827 0.150 K2 Value 8.326 8.373 8.421 8.469 8.517 8.565 8.612 8.659 8.705 8.750 8.793 0.160 8.297 8.343 8.391 8.437 8.487 8.534 8.580 8.625 8.668 8.716 8.758 0.170 8.262 8.308 8.356 8.403 8.454 8.498 8.542 8.585 8.630 8.675 8.717 0.180 8.234 8.279 8.327 8.368 8.425 8.467 8.510 8.551 8.591 8.640 8.681 0.190 8.202 8.248 8.294 8.331 8.390 8.432 8.474 8.515 8.550 8.601 8.641 0.200 8.160 8.205 8.249 8.294 8.338 8.382 8.425 8.467 8.508 8.548 8.586 REFERENCES
(1) Spinner, S., and Tefft, W. E.,“ A Method for Determining Mechanical Resonance Frequencies and for Calculating Elastic Moduli from These Frequencies,” Proceedings, ASTM, 1961, pp. 1221–1238. (2) Spinner, S., Reichard, T. W., and Tefft, W. E., “A Comparison of Experimental and Theoretical Relations Between Young’s Modulus and the Flexural and Longitudinal Resonance Frequencies of Uniform Bars,” Journal of Research of the National Bureau of Standards—A. Physics and Chemistry , Vol 64A, No. 2, March–April, 1960. (3) Spinner, S., and Tefft, W. E., “A Method for Determining Mechanical Resonance Frequencies and for Calculating Elastic Moduli from These Frequencies,” Proceedings, ASTM, 1961, pp. 1221–1238. (4) Pickett, G., “Equations for Computing Elastic Constants from Flexural and Torsional Resonant Frequencies of Vibration of Prisms and Cylinders,” Proceedings, ASTM, Vol 45, 1945, pp. 846–865. (5) Shear modulus correction taken from Spinner, S., and Valore, R. C., “Comparisons Between the Shear Modulus and Torsional Resonance Frequencies for Bars and Rectangular Cross Sections,” Journal of Research, NIST, JNBAA, Vol 60, 1958, RP2861, p. 459. (6) Smith, John S., Wyrick, Michael D., and Poole, Jon M., “An Evaluation of Three Techniques for Determining the Young’s Modulus of Mechanically Alloyed Materials,” Dynamic Elastic Modulus Measurement in Materials, ASTM STP 1045, Alan Wolfenden, ed., ASTM, Philadelphia, PA, 1990. (7) Colwell, R. C., and Hardy, H. C., “The Frequencies and Nodal Systems of Circular Plates,” Phil. Mag. S. 7. Vol 24, No. 165, 1937, pp. 1041–1055. (8) Martincek, G., “The Determination of Poisson’s Ratio and the Dynamic Modulus of Elasticity from the Frequencies of Natural Vibration in Thick Circular Plates,” Journal of J. Sound Vibration, Vol. 2, No. 2, 1965, pp. 116–127. (9) Glandus, J. C., “Rupture Fragile et Résistance aux Chocs Thermiques de Céramiques a Usages Mécaniques,” Thesis, University of Limoges, France, 1981. ASTM International takes no position respecting the validity of any patent rights asserted in connection with any item mentioned in this standard. Users of this standard are expressly advised that determination of the validity of any such patent rights, and the risk of infringement of such rights, are entirely their own responsibility. This standard is subject to revision at any time by the responsible technical committee and must be reviewed every ﬁve years and if not revised, either reapproved or withdrawn. Your comments are invited either for revision of this standard or for additional standards and should be addressed to ASTM International Headquarters. Your comments will receive careful consideration at a meeting of the responsible technical committee, which you may attend. If you feel that your comments have not received a fair hearing you should make your views known to the ASTM Committee on Standards, at the address shown below. This standard is copyrighted by ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States. Individual reprints (single or multiple copies) of this standard may be obtained by contacting ASTM at the above address or at 610-832-9585 (phone), 610-832-9555 (fax), or [email protected] (e-mail); or through the ASTM website (www.astm.org). --`,,`,`,,``,`,,`,,`,``,`,`,,,``-`-`,,`,,`,`,,`--- Copyright ASTM International Provided by IHS under license with ASTM No reproduction or networking permitted without license from IHS 15icensee=Committee on Institutional Cooperation/5967164001 L
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