E all radiating surfaces fully see each other the

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Unformatted text preview: the stiffness matrix in flexibility form. The same terms are input with the TBDATA command as described in the ANSYS Elements Reference. Results Comparison Target ANSYS[1] Ratio UX, in 0.9 x 10-5 0.9 x 10-5 1.000 UY, in 0.95 x 10-5 0.95 x 10-5 1.000 UZ, in -0.175 x 10-5 -0.175 x 10-5 1.000 1. 1–322 for Nodes 8 and 16 ANSYS Verification Manual . ANSYS Release 9.0 . 002114 . © SAS IP, Inc. VM146: Bending of a Reinforced Concrete Beam Overview Reference: S. Timoshenko, Strength of Material, Part I, Elementary Theory and Problems, 3rd Edition, D. Van Nostrand Co., Inc., New York, NY, 1955, pg. 221, article 48. Analysis Type(s): Static Analysis (ANTYPE = 0) Element Type(s): 3-D Reinforced Concrete Solid Elements (SOLID65) 3-D Spar (or Truss) Elements (LINK8) Elastic Straight Pipe Elements (PIPE16) Input Listing: vm146.dat Test Case A concrete beam reinforced with steel rods (of cross-sectional area A) is subjected to a pure bending load M. Determine the depth of the crack δck from the bottom surface, the...
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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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