00 40588 4753 29436 ansys 00078667 29908 7757 6734

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Unformatted text preview: Elastic-Plastic Elastic-Plastic[1] -- 1.3333 Elastic-Plastic Elastic-Plastic[1] -- 1.5 Fully Plastic Fully Plastic[2] -- 1. Solution converges 2. Solution does not converge (indicates that the structure has collapsed). Moment ratios slightly less than 1.5 will also show a collapse since plasticity is monitored only at discrete integration points through the cross-section. ANSYS Verification Manual . ANSYS Release 9.0 . 002114 . © SAS IP, Inc. 1–63 VM25: Stresses in a Long Cylinder 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. 213, problem 1 and pg. 213, article 42. Analysis Type(s): Static Analysis (ANTYPE = 0) Element Type(s): 2-D 8-Node Structural Solid Elements (PLANE82) Input Listing: vm25.dat Test Case A long thick-walled cylinder is initially subjected to an internal pressure p. Determine the radial displacement δr at the inner surface, the radial stress σr, and tangential stress σt, at the inner and outer surfaces and at th...
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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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