K lim p hammond universal loss chart for the

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Unformatted text preview: w = 30 in L = 240 in Analysis Assumptions and Modeling Notes A first analysis is performed using BEAM188 elements. A second analysis is also performed using BEAM189 elements. ANSYS Verification Manual . ANSYS Release 9.0 . 002114 . © SAS IP, Inc. 1–495 VM216 Results Comparison Critical Load Target ANSYS Ratio BEAM188 1.09 1.066 0.978 BEAM189 1.09 1.065 0.978 Figure 216.2 Displacement Tip vs. End Force 1–496 ANSYS Verification Manual . ANSYS Release 9.0 . 002114 . © SAS IP, Inc. VM216 Figure 216.3 Deformed Shape, Side View Figure 216.4 Deformed Shape, Top View ANSYS Verification Manual . ANSYS Release 9.0 . 002114 . © SAS IP, Inc. 1–497 VM217: Portal Frame Under Symmetric Loading Overview Reference: N. J. Hoff, The Analysis of Structures, John Wiley and Sons, Inc., New York, NY, 1956, pp. 115-119. Analysis Type(s): Static Structural (ANTYPE = 0) Element Type(s): 3-D Linear Finite Strain Beam Elements (BEAM188) 3-D Quadratic Finite Strain Beam Elements (BEAM189) Input Listing: vm217.dat Test Case A rigid rectangular frame is subjected to a uniform distr...
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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.

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