Moment ratios slightly less than 15 will also show a

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Unformatted text preview: anual . ANSYS Release 9.0 . 002114 . © SAS IP, Inc. 1–60 VM23 Analysis Assumptions and Modeling Notes A coupled-field analysis is performed to solve this thermal/structural contact problem. The interface is modeled using CONTA175 and TARGE169 elements with the heat conduction option. Results Comparison Target T @ EB2 = 100° T @ EA2 oC 539.0 539.0 1.000 2439.0 2439.0 1.000 T @ EA2 oC 636.6 636.6 1.000 QW T @ EB2 = 850° Ratio QW T @ EB2 = 600°C ANSYS 8536.6 8536.6 1.000 QW 0.0 0.0 -- ANSYS Verification Manual . ANSYS Release 9.0 . 002114 . © SAS IP, Inc. 1–61 VM24: Plastic Hinge in a Rectangular Beam Overview Reference: S. Timoshenko, Strength of Material, Part II, Elementary Theory and Problems, 3rd Edition, D. Van Nostrand Co., Inc., New York, NY, 1956, pg. 349, article 64. Analysis Type(s): Static, Plastic Analysis (ANTYPE = 0) Element Type(s): 2-D Plastic Beam Element (BEAM23) Input Listing: vm24.dat Test Case A rectangular beam is loaded in pure bending. For an elastic-perfectly-plastic stress-strain behavior, show that the beam remains elastic at M =...
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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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