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Unformatted text preview: of the form: δy = (L)(Θ). The beam properties are arbitrarily based on a 0.25 square
inch cross-section. ANSYS Verification Manual . ANSYS Release 9.0 . 002114 . © SAS IP, Inc. 1–99 VM41 Results Comparison
Target Ratio Deflectionx , in 0.0 0.0 - Deflectiony , in -0.1 -0.1 1.000 Angle, rad Thick Beam ANSYS -0.01 -0.01 1.000 0.0 0.5 - 0.0 0.0 - -0.1 -0.1 1.000 -0.01 -0.01 1.000 0.0 0.0 - Stressbend, psi
Constraint Equa- Deflectionx , in
Deflectiony , in
Stressbend , psi 1. 1–100 Small but negligible stress. ANSYS Verification Manual . ANSYS Release 9.0 . 002114 . © SAS IP, Inc. VM42: Barrel Vault Roof Under Self Weight
Reference: R. D. Cook, Concepts and Applications of Finite Element Analysis, 2nd Edition,
John Wiley and Sons, Inc., New York, NY, 1981, pp. 284-287. Analysis Type(s): Static Analysis (ANTYPE = 0) Element Type(s): 8-Node Structural Shell Elements (SHELL93) Input Listing: vm42.dat Test Case
A cylindrical shell roof of density ρ is subjecte...
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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