Vm20 cylindrical membrane under pressure overview

Info iconThis preview shows page 1. Sign up to view the full content.

View Full Document Right Arrow Icon
This is the end of the preview. Sign up to access the rest of the document.

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] 1.000 Shear stress, psi -3183. -3183.[2] 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 Overview 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...
View Full Document

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.

Ask a homework question - tutors are online