Van nostrand co inc new york ny 1956 pg 143 problem

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Unformatted text preview: is used for approximating the circular boundary with a straight-sided element. Nodal coupling is used at the boundaries. An axial traction of 15,000 psi is applied to the edge of the element to simulate the closed-end effect. The internal pressure is applied as an equivalent negative pressure on the exterior (face 1) of the element. Results Comparison Target ANSYS Ratio Stress1 , psi 15,000 15,000 1.000 Stress2 , psi 29,749 29,886 1.005 ANSYS Verification Manual . ANSYS Release 9.0 . 002114 . © SAS IP, Inc. 1–55 VM21: Tie Rod with Lateral Loading 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. 42, article 6. Analysis Type(s): Static, Stress Stiffening Analysis (ANTYPE = 0) Element Type(s): 3-D Elastic Beam Elements (BEAM4) Input Listing: vm21.dat Test Case A tie rod is subjected to the action of a tensile force F and a uniform lateral load p. Determine the maximum deflection zmax, the slope Θ at the left-hand end, and the maximum bending moment Mmax. In addition, determine the same three quantities for the unstiffened tie rod (F = 0). Figure 21.1 Tie Rod Problem Sketch Material...
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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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