One radial master degree of freedom mdof is selected

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Unformatted text preview: quot; Velocity[2] 1. Target results are for t = 0.07198 sec. ANSYS results are reported for closest time point, t = 0.072 sec. 2. ANSYS results are from the time point closest (reported in POST26) to the change in velocity from negative to positive. Figure 65.2 Kinetic Energy, Velocity and Displacement vs. Time Display ANSYS Verification Manual . ANSYS Release 9.0 . 002114 . © SAS IP, Inc. 1–151 VM66: Vibration of a Flat Plate Overview Reference: S. Timoshenko, D. H. Young, Vibration Problems in Engineering, 3rd Edition, D. Van Nostrand Co., Inc., New York, NY, 1955, pg. 338, article 53. Analysis Type(s): Mode-frequency Analysis (ANTYPE = 2) Element Type(s): Elastic Shell Elements (SHELL63) 3-D Structural Solid Shell Elements (SOLSH190) Input Listing: vm66.dat Test Case Determine the fundamental natural frequency of lateral vibration f of a flat rectangular plate. The plate is of uniform thickness t, width 2b, and length . Figure 66.1 Flat Plate Problem Sketch ANSYS Verification Man...
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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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