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Unformatted text preview: sst, psi (X=7.6 in) SOLID45: Fully Elastic Stressr, psi (X=4.4 in)
Stressr, psi (X=7.6 in) PLANE42: Fully Plastic Ratio Stresst, psi (X=4.4 in) PLANE42: Fully Elastic ANSYS 30,000. 30,000. 1.000 Output quantity SEQV ANSYS Verification Manual . ANSYS Release 9.0 . 002114 . © SAS IP, Inc. VM39: Bending of a Circular Plate with a Center Hole
Reference: S. Timoshenko, Strength of Material, Part II, Elementary Theory and Problems,
3rd Edition, D. Van Nostrand Co., Inc., New York, NY, 1956, pg. 111, eq. E and
F. Analysis Type(s): Static Analysis (ANTYPE = 0) Element Type(s): Elastic Shell Elements (SHELL63) Input Listing: vm39.dat Test Case
A circular plate of thickness t with a center hole is rigidly attached along the inner edge and unsupported along
the outer edge. The plate is subjected to bending by a moment Ma applied uniformly along the outer edge. Determine the maximum deflection δ and the maximum slope Φ of the plate. In addition, determine the moment
M and stress σx at...
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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