A third solution is done using plane stress p

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Unformatted text preview: repeated using 3-D Solid Shell Element (SOLSH190). Two layers of SOLSH190 elements are used across the thickness and appropriate symmetry boundary conditions are applied at mid-thickness. Solid model adopts an approximate method for simulating shell simple support, leading to difference in stress Y component within a small boundary region. Results Comparison Target ANSYS Ratio Stressx (MID), psi 0.0 0.0 - Stressx (BOT), psi 108,000. 107,489.[1] 0.995 Stressx (MID), psi 11,240. 10,964.[1] 0.975 Stressx (BOT), psi 25,280. 25,012.[1] 0.989 Stressx (MID), psi 0.0 0.0 - Stressx (BOT), psi 108,000. 107,791[1] 1.000 Stressx (MID), psi 11,240 11,193 [1] 0.996 Stressx (BOT), psi 25,280 24,605 [1] 0.973 SHELL63 Small Deflection Solution Large Deflection Solution SOLSH190 Small Deflection Solution Large Deflection Solution 1. 1–310 POST1 maximum nodal stresses. ANSYS Verification Manual . ANSYS Release 9.0 . 002114 . © SAS IP, Inc. VM140: Stretching, Twisting and Bending of a Long Shaft Overview Re...
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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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