1264 2461 2451 ansys 012612 245153 244784 ratio

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Unformatted text preview: ated (per S. Timoshenko, Strength of Material, Part I, Elementary Theory and Problems) using thin shell theory. Since SHELL51 uses thick shell logic to determine stress variations through the thickness, the hoop stress σz is calculated per A. C. Ugural, S. K. Fenster, Advanced Strength and Applied Elasticity. 2. SX in element solution printout since element X-axis is parallel to global Y-axis. 1–42 ANSYS Verification Manual . ANSYS Release 9.0 . 002114 . © SAS IP, Inc. VM14: Large Deflection Eccentric Compression of a Column Overview Reference: S. Timoshenko, Strength of Material, Part I, Elementary Theory and Problems, 3rd Edition, D. Van Nostrand Co., Inc., New York, NY, 1955, pg. 263, problem 1. Analysis Type(s): Static, Large Deflection Analysis (ANTYPE = 0) Element Type(s): 2-D Elastic Tapered Unsymmetric Beam Elements (BEAM54) Input Listing: vm14.dat Test Case Find the deflection ∆ at the middle and the maximum tensile and compressive stresses in an eccentrically compressed steel strut of length . The...
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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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