The beam length is arbitrarily selected to be 286 in

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Unformatted text preview: ariation of creep strain with time. The following quantities are required for input: Maximum fluence = 5 Φ = 5 x 1010 neutron/in2 F = σo A = 0.25 lb h= I = moment of inertia = A2/12 = 0.0052083 in4 ANSYS Verification Manual . ANSYS Release 9.0 . 002114 . © SAS IP, Inc. 1–298 VM133 Results Comparison Target ANSYS Ratio Creep Strain (t = 0.0 hr) 0.00000 0.00000 - Creep Strain (t = 0.5 hr) 0.00197 0.00197 0.998 Creep Strain (t = 1.0 hr) 0.00316 0.00316 1.000 Creep Strain (t = 5.0 hr) 0.00497 0.00496 0.999 ANSYS Verification Manual . ANSYS Release 9.0 . 002114 . © SAS IP, Inc. 1–299 VM134: Plastic Bending of a Clamped I-Beam Overview Reference: N. J. Hoff, The Analysis of Structures, John Wiley and Sons, Inc., New York, NY, 1956, pg. 388, article 4.5. Analysis Type(s): Static, Plastic Analysis (ANTYPE = 0) Element Type(s): 3-D Thin-walled Beam Elements (BEAM24) Input Listing: vm134.dat Test Case A wide-flanged I-beam of length , with clamped ends, is uniformly loaded as shown. Investigate 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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