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Unformatted text preview: re side of the element to define the plane of the elbow.
The wall thickness is set to half the diameter for a solid bar.
ANSYS Verification Manual . ANSYS Release 9.0 . 002114 . © SAS IP, Inc. 1–51 VM18 Results Comparison
Target ANSYS Ratio Deflection, in -2.648 -2.650 1.001 StressBend, psi 6366. 6366. 1.000 Shear stress, psi -3183. -3183. 1.000 1. Corresponds to maximum SAXL at 0° angle location in element solution output. 2. Corresponds to SXH at 0° angle location in element solution output. 1–52 ANSYS Verification Manual . ANSYS Release 9.0 . 002114 . © SAS IP, Inc. VM19: Random Vibration Analysis of a Deep Simply-Supported Beam
Reference: NAFEMS, Selected Benchmarks for Forced Vibration, Report prepared by W. S.
Atking Engineering Sciences, April 1989, Test 5R. Analysis Type(s): Mode-frequency, Spectrum Analysis (ANTYPE = 8)
Harmonic Analysis (ANTYPE = 3) Element Type(s): 3-D Elastic Beam (BEAM4) Input Listing: vm19.dat Test Case
A deep simply-supported square beam of length , thickne...
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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