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Unformatted text preview: h = 0.1 m
t = 0.025 m Loading
po = 1.0 N/m2 Gxy = G = 0.5 x 106 N/m2
Gyz = 0.2 x 106 N/m2 ANSYS Verification Manual . ANSYS Release 9.0 . 002114 . © SAS IP, Inc. 1–185 VM82 Analysis Assumptions and Modeling Notes
A quarter of the plate is modeled due to symmetry in geometry, material orientation, loading, and boundary
conditions. Two models using SHELL99 and SOLID46 elements, respectively, are analyzed. Note that PRXY is used
to directly input the major Poisson's ratio. EZ (explicitly input) is assumed to be equal to EY. Results Comparison
Target ANSYS Ratio Deflection, m (SHELL99) 0.0683 0.0692 1.013 Deflection, m (SOLID46) 0.0683 0.0676 0.990 Deflection, m (SOLID191) 0.0683 0.0683 1.00 1–186 ANSYS Verification Manual . ANSYS Release 9.0 . 002114 . © SAS IP, Inc. VM83: Impact of a Block on a Spring Scale
Reference: F. P. Beer, E. R. Johnston, Jr., Vector Mechanics for Engineers, Statics and Dynamics,
McGraw-Hill Book Co., Inc., New York, NY, 1962, pg. 531, problem 14.6. Analysis Type(s...
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- Spring '09
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