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Unformatted text preview: SAS IP, Inc. 1–34 VM9
where m is arbitrarily assumed to be unity. kx and ky cannot be known before solving so are approximated by ky
= k2 = 1 N/cm and kx = ky/2 = 0.5 N/cm, hence cx = 1.41 and cy = 2.0. Large deflection analysis is performed due
to the fact that the resistance to the load is a function of the deformed position. POST1 is used to extract results
from the solution phase. Results Comparison
Target ANSYS Ratio Strain Energy, N-cm 24.01 24.02 1.000 Deflectionx , cm 8.631 8.633 1.000 Deflectiony , cm 4.533 4.533 1.000 ANSYS Verification Manual . ANSYS Release 9.0 . 002114 . © SAS IP, Inc. 1–35 VM10: Bending of a Tee-Shaped Beam
Reference: S. H. Crandall, N. C. Dahl, An Introduction to the Mechanics of Solids, McGrawHill Book Co., Inc., New York, NY, 1959, pg. 294, ex. 7.2. Analysis Type(s): Static Analysis (ANTYPE = 0) Element Type(s): 2-D Elastic Tapered Unsymmetric Beam Element (BEAM54) Input Listing: vm10.dat Test Case
Find the maximum tensile and compressive bending stresses in an unsymmetric T be...
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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.
- Spring '09
- The Land