Figure 211 tie rod problem sketch material properties

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Unformatted text preview: ase 9.0 . 002114 . © SAS IP, Inc. 1–53 VM19 1. 1–54 The peak value occurred at frequency 42.64 Hz. ANSYS Verification Manual . ANSYS Release 9.0 . 002114 . © SAS IP, Inc. VM20: Cylindrical Membrane Under Pressure Overview Reference: S. Timoshenko, Strength of Material, Part II, Elementary Theory and Problems, 3rd Edition, D. Van Nostrand Co., Inc., New York, NY, 1956, pg. 121, article 25. Analysis Type(s): Static Analysis (ANTYPE = 0) Element Type(s): Membrane Shell Element (SHELL41) Input Listing: vm20.dat Test Case A long cylindrical membrane container of diameter d and wall thickness t is subjected to a uniform internal pressure P. Determine the axial stress σ1 and the hoop stress σ2 in the container. See VM13 for the problem sketch. Figure 20.1 Cylindrical Membrane Problem Sketch Material Properties E = 30 x 106 psi υ = 0.3 Geometric Properties d = 120 in t = 1 in Loading P = 500 psi Analysis Assumptions and Modeling Notes An arbitrary axial length is selected. Since the problem is axisymmetric, only a one element sector is needed. A small angle Θ = 10°...
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This note was uploaded on 12/09/2010 for the course DEPARTMENT E301 taught by Professor Kulasinghe during the Spring '09 term at University of Peradeniya.

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