This result is at the edge of the plate since point

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Unformatted text preview: 4] 0.999 1. Solution recalculated 2. Corresponds to negative of X-deflection at node 5 3. SMAX, Element 1, Node I from element solution printout 4. SMIN, Element 1, Node I from element solution printout 1–44 ANSYS Verification Manual . ANSYS Release 9.0 . 002114 . © SAS IP, Inc. VM15: Bending of a Circular Plate Using Axisymmetric Elements Overview Reference: S. Timoshenko, Strength of Material, Part II, Elementary Theory and Problems, 3rd Edition, D. Van Nostrand Co., Inc., New York, NY, 1956, pp. 96, 97, and 103. Analysis Type(s): Static Analysis (ANTYPE = 0) Element Type(s): Axisymmetric Structural Shell Elements (SHELL51) Input Listing: vm15.dat Test Case A flat circular plate of radius r and thickness t is subject to various edge constraints and surface loadings. Determine the deflection δ at the middle and the maximum stress σmax for each case. Case 1: Uniform loading P, clamped edge. Case 2: Concentrated center loading F, clamped edge. Case 3: Uniform loading P/4, simply supported edge. Figure 15.1 Flat Circular Plate Problem Sketch Material Properties E = 30 x 106 psi υ = 0.3 Geometric Properties r = 40 in t = 1 in Loading P = 6 p...
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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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