375 in loading p 10 lbin2 ansys verification manual

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Unformatted text preview: , deg[1] -80.0 -79.5 0.994 DeflectionX, in 71.9 71.8 0.998 -44.0 -43.5 0.989 Angle, deg[1] -100.0 -99.8 0.998 DeflectionX, in 79.2 79.2 1.000 -65.1 -64.8 0.995 Angle, deg[1] -120.0 -120.0 1.000 DeflectionX, in 80.3 80.4 1.002 DeflectionY, in Load Step 4 -60.0 DeflectionY, in F = 49.849 lb Angle, deg[1] DeflectionY, in Load Step 3 Ratio DeflectionY, in F = 44.413 lb ANSYS -87.7 -87.5 0.997 Angle (Θ) = ROTZ * (180/π ), where ROTZ is the node rotation in radians. ANSYS Verification Manual . ANSYS Release 9.0 . 002114 . © SAS IP, Inc. VM136 Figure 136.2 Deformed Shapes at Various Loads ANSYS Verification Manual . ANSYS Release 9.0 . 002114 . © SAS IP, Inc. 1–305 VM137: Large Deflection of a Circular Membrane Overview Reference: S. Timoshenko, S. Woinowsky-Knieger, Theory of Plates and Shells, McGraw-Hill Book Co., Inc., New York, NY, 1959, pg. 404, eq. 236. Analysis Type(s): Static Analysis (ANTYPE = 0) with Large Deflection and Stress Stiffening Element Type(s): Axisymmetric-Structural Shell Elements (SHELL51) Input Listing: vm137.dat Test...
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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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