Unformatted text preview: 06 Analysis Assumptions and Modeling Notes
Only a one-quarter symmetry sector of the rectangular strip is modeled. Symmetric and antisymmetric boundary
conditions are applied. The finite element model uses a single 4-node 2-D quadrilateral element with extra displacement and potential modes to produce a correct response to the pure bending load. Results Comparison
Node 3 Target ANSYS Ratio UX, µm -0.110 -0.110 1.000 UY, µm 0.115 0.115 1.000 27.378 27.378 1.000 Stress x, N/mm -10.000 -10.000 1.000 Electric Field y, V/mm -109.511 -109.511 1.000 VOLT, V
2 1–538 ANSYS Verification Manual . ANSYS Release 9.0 . 002114 . © SAS IP, Inc. VM232: PDS Response Surface Study
Reference: A. H-S. Ang and W. H. Tang, Probability Concepts in Engineering Planning and
Design, Vol 1 - Basic Principles, John Wiley & Sons, 1975. Analysis Type(s): PDS Element Type(s): None Input Listing: vm232.dat Test Case
Assume that there are two random input variables, defined as XW and XE. The random input variable XW follo...
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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