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Unformatted text preview: NSYS Verification Manual . ANSYS Release 9.0 . 002114 . © SAS IP, Inc. 1–413 VM184 • using Brick Structural Solid p-Element (SOLID147) • using Tetrahedral Solid Elements (SOLID187) POST1 is used to directly obtain the difference between the theoretical solution and the ANSYS results in the form of a ratio, using the maximum displacement value on the free face. Results Comparison Target SOLID5 ANSYS Ratio 0.993 0.10800 0.10673 0.989 0.43200 0.42554 0.985 Deflectionx , in 3.000 x 10-5 3.000 x 10-5 0.995 Deflectiony , in 0.108000 0.106757 0.988 Deflectionz , in 0.432000 0.425708 0.985 Deflectionx , in 3.000 x 10-5 3.000 x 10-5 0.995 Deflectiony , in 0.108000 0.106757 0.988 Deflectionz , in SOLID147 2.9777 x 10 Deflectionz , in SOLID98 3.000 x 10 Deflectiony , in SOLID92 Deflectionx , in 0.432000 0.425708 0.985 -5 -5 3.000 x 10 3.000 x 10 1.011 Deflectiony , in 0.10800 0.106989 0.991 Deflectionz , in 0.43200 0.424641 0.983 Deflectionx , in 3.000 x 10-5 3.000 x 10-5 0.995 Deflectiony , in 0.10800 0.106757 0.988 Deflectionz , in SOLID187 Deflectionx , in 0....
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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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