1 simply supported laminated plate problem sketch

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Unformatted text preview: . Assume that the mass of the box is large compared to that of the enclosed mass m and that the box remains in contact with the floor after impact. Figure 81.1 Drop Container Problem Sketch Material Properties m = 0.5 lb-sec2/in k = 1973.92 lb/in Geometric Properties h = 1 in Loading g = 386 in/sec2 ANSYS Verification Manual . ANSYS Release 9.0 . 002114 . © SAS IP, Inc. 1–183 VM81 Analysis Assumptions and Modeling Notes The node locations are arbitrarily selected. The final time of 0.11 sec allows the mass to reach its largest deflection. The integration time step (0.11/110 = 0.001 sec) is based on ≈ 1/100 of the period (during impact), to allow the initial step acceleration change to be followed reasonably well, and to produce sufficient printout for the theoretical comparison. The problem is solved first using the full method in a nonlinear transient dynamic analysis and then using the reduced transient dynamic analysis. The COMBIN40 gap cannot be used in a reduced transient dynamic analysis and is replaced by a mass and a gap condition. One ma...
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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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