Nodal forces are applied on full circumference basis

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Unformatted text preview: elease 9.0 . 002114 . © SAS IP, Inc. 1–308 VM139: Bending of a Long Uniformly Loaded Rectangular Plate 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. 80, article 14. Analysis Type(s): Static Analysis (ANTYPE = 0) with Large Deflection and Stress Stiffening Element Type(s): Elastic Shell Elements (SHELL63) 3-D Structural Solid Shell Elements (SOLSH190) Input Listing: vm139.dat Test Case A rectangular plate whose length is large compared to its width is subjected to a uniform pressure p as shown. The shorter edges are simply-supported. Determine the direct stress σx (MID) at the middle of the plate and the maximum combined stress (direct plus bending) σx (BOT) at the bottom of the plate. Figure 139.1 Rectangular Plate Problem Sketch Material Properties E = 30 x 106 psi υ = 0.3 Geometric Properties = 45 in w = 9 in t = 0.375 in Loading p = 10 lb/in2 ANSYS Verification Manual . AN...
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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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