Analysis assumptions and modeling notes two different

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Unformatted text preview: gth units are used. The dimensions a and b are calculated parametrically in the input as follows: a = 2 cos Θ, b = sin Θ. ANSYS Verification Manual . ANSYS Release 9.0 . 002114 . © SAS IP, Inc. 1–24 VM4 Results Comparison Target ANSYS Ratio Stress, psi 10,000. 10,000. 1.000 Deflection, in -0.120 -0.120 1.000 ANSYS Verification Manual . ANSYS Release 9.0 . 002114 . © SAS IP, Inc. 1–25 VM5: Laterally Loaded Tapered Support Structure Overview Reference: S. H. Crandall, N. C. Dahl, An Introduction to the Mechanics of Solids, McGraw-Hill Book Co., Inc., New York, NY, 1959, pg. 342, problem 7.18. Analysis Type(s): Static Analysis (ANTYPE = 0) Element Type(s): 2-D Structural Solid Elements (PLANE42) 2-D 8-Node Structural Solid Elements (PLANE82) Input Listing: vm5.dat Test Case A cantilever beam of thickness t and length has a depth which tapers uniformly from d at the tip to 3d at the wall. It is loaded by a force F at the tip, as shown. Find the maximum bending stress at the mid-length (X...
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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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