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Unformatted text preview: , psi (at x = 0.1, y = 0.0) -9298. -9139. 0.983 SHELL93 Stressy , psi (at x = 0.0, y = 0.0) -9549. -9649. 1.010 Stressy , psi (at x = 0.1, y = 0.0) -9298. -9149. 0.983 Stressy , psi (at x = 0.0, y = 0.0) -9549. -9528. 0.998 Stressy , psi (at x = 0.1, y = 0.0) -9298. -9297. 1.000 PLANE145 1–314 ANSYS Verification Manual . ANSYS Release 9.0 . 002114 . © SAS IP, Inc. VM142: Stress Concentration At a Hole in a Plate
Reference: R. J. Roark, Formulas for Stress and Strain, 4th Edition, McGraw-Hill Book Co.,
Inc., New York, NY, 1965, pg. 384. Analysis Type(s): Static Analysis (ANTYPE = 0), Submodeling Element Type(s): 2-D 6-Node Triangular Structural Solid Elements (PLANE2)
2-D Structural Solid Elements (PLANE42)
2-D Triangular Structural Solid p-Elements (PLANE146) Input Listing: vm142.dat Test Case
Determine the maximum stress at a circular hole cut into a square plate loaded with uniform tension P. Figure 142.1 Plate Problem Sketch Material Properties
E = 30 x 106 psi
υ = 0.3...
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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.
- Spring '09
- The Land