ANSYS varification manual 9

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Unformatted text preview: am subjected to uniform bending Mz, with dimensions and geometric properties as shown below. Figure 10.1 Tee-Shaped Beam Problem Sketch ¨ GED ¢ £¡ ¨ GD © ¡ ¥¢ ¤ § §  ¡  @E£2C9 B8 & @3 978' 56 4 ¥2 £ ) F D&3  A 5 5  & &3 1 0  ¦ & #!  ¢ ( '%$"    Material Properties E = 30 x 106 psi Geometric Properties b = 1.5 in h = 8 in Loading Mz = 100,000 in-lb y = 6 in Area = 60 in2 Iz = 2000 in4 Analysis Assumptions and Modeling Notes A length of 100 in. is arbitrarily selected since the bending moment is constant. Distances from the centroid ( y ) to the top and bottom of the beam are calculated as 14 in. and 6 in. respectively. Results Comparison Target ANSYS Ratio StressBEND,Bot, psi 300. 300. 1.00 StressBEND,Top, psi -700. -700. 1.00 ANSYS Verification Manual . ANSYS Release 9.0 . 002114 . © SAS IP, Inc. 1–36 VM11: Residual Stress Problem Overview Reference: S. H. Crandall, N. C. Dahl, An Introduction to the Mechanics o...
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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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