Results comparison target combin39 link1 vibration

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Unformatted text preview: nt of load application held constant at a value t. Figure 155.1 Cantilever Beam Problem Sketch £ ¤  EB 97 FD C4A@864 31) '(& 5 20 ©   ¥ ¢ ¡     #! $ "  ¢  % ¨ § ¦ ¥ € g U@@xy4 b6H V6vwa6f CFv`C1Ha3F4 'ts3q pe 6C3QCh`Ce aFC@Uc 2b4bba`X W 1(TQ VUTS53QR7 P I 6H@G 2 0 W' H e Wq4 u Xe qH rc B W)i 4g f W d)E7 X) Y 2)7 'B 4 5 2 Material Properties E = 10 x 106 psi υ = 0.3 Loading M = 450 in-lb Geometric Properties = 10 in b = 1 in t = 0.3 in Analysis Assumptions and Modeling Notes The keypoints defining the outer fiber are connected with a cubic spline. A half model with antisymmetric boundary conditions is used. The summed element volumes are multiplied by two for the objective function. Maximum sorted deflection and maximum sorted principal stress (S1) are defined as state variables. ANSYS Verification Manual . ANSYS Release 9.0 . 002114 . © SAS IP, Inc. 1–342 VM155 The problem is solved independently using the subproblem approximation method and the first order method, both using the same start...
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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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