175 x 10 5 ansys1 09 x 10 5 095 x 10 5 0175 x 10 5

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Unformatted text preview: ! 3) &$"  E F g u vA ¤© E WHV g G Y HT HS Q QHP H P H H H G H H G E H IG G G Q RP T US W XV Y 5 8 75 ¨ ))db& "  D CAB# @95 26¨ fec'$%# a` ANSYS Verification Manual . ANSYS Release 9.0 . 002114 . © SAS IP, Inc. 1–319 VM144 Material Properties MAT1: E1 = 1.2 x 106 psi Geometric Properties = 8 in w = 0.5 in t1 = 0.2 in t2 = 0.1 in α1 = 1.8 x 10-4 in/in/°F MAT2: E2 = 0.4 x 106 psi Loading To = 100°F Tref = 0°F My = 10.0 in-lb α2 = 0.6 x 10-4 in/in/°F Analysis Assumptions and Modeling Notes The beam is idealized to match the theoretical assumptions by taking ν = αy = αz = 0. Three models are used for verification of results as described below. Nodal coupling of the ROTY degree of freedom is used for the SHELL99 models to apply the uniform edge moment. Opposing nodal forces are applied at the top and bottom edges of the free end for the SOLID46 model to apply the end moment. The magnitude of these applied nodal forces is calculated as: FX = My/(2 * (t1+t2)) = 10/0.6 = (100/6). POST1 is used to 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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