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Unformatted text preview: orum, 1984. Analysis Type(s): Static Analysis (ANTYPE = 0) Element Type(s): 2-D 6-Node Triangular Structural Solid Elements (PLANE2) 2-D Structural Solid Elements (PLANE42) 2-D 8-Node Structural Solid Elements (PLANE82) 3-D Structural Solid Elements (SOLID45) 3-D 10-Node Tetrahedral Structural Solid Elements (SOLID92) 3-D 20-Node Structural Solid Elements (SOLID95) Input Listing: vmd1.dat Test Case A straight cantilever beam, fixed at one end, is subjected to a unit load. Determine the displacement at the end of the beam for unit loads including extension, in-plane shear, out-of-plane shear, and twist (where applicable). Examine the influence of rectangular, trapezoidal, and parallelogram element shape models on tip displacement and the percent energy error norm. Figure D1.1 Straight Cantilever Beam Problem Sketch xwv"Su"S Asb"p1ddX fdb"YWUS2R V ` t e r S q X i h g e c a ` XV T ¤ wV ` t r S q X i h e X „ ‚  S q X €v"Su"S eAsb"p1†"U… "ƒp...
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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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