Introduction to Mechanics of Deformable Solids |
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Page 303
... limit load To is the sum of the individual limit torques ; To To1 + To2 = т0A1α + 70A 2b = 370A2b = 01 = ( √3 / 2 ) σoA2b , which is 20 percent higher than T for our choice of dimensions . Upon loading to To in pure torsion and then ...
... limit load To is the sum of the individual limit torques ; To To1 + To2 = т0A1α + 70A 2b = 370A2b = 01 = ( √3 / 2 ) σoA2b , which is 20 percent higher than T for our choice of dimensions . Upon loading to To in pure torsion and then ...
Page 438
... limit curve ) Limit load ( see Plastic - limit load ) Limit moment ( see Plastic - limit moment ) Limit state , plastic , 141 Linear elastic idealization , 16 , 36 , 61 ( See also under Elastic ) Linear Maxwell idealization , 36 , 61 ...
... limit curve ) Limit load ( see Plastic - limit load ) Limit moment ( see Plastic - limit moment ) Limit state , plastic , 141 Linear elastic idealization , 16 , 36 , 61 ( See also under Elastic ) Linear Maxwell idealization , 36 , 61 ...
Page 440
... limit load ) Plastic deformation , 9 , 10 contained , 182 , 306 Plastic hinge location , 333 , 398 Plastic - limit curve , 306 , 307 , 311 Plastic - limit load , 92 beams , 348-352 non - uniform , 398 solid bar in tension - torsion ...
... limit load ) Plastic deformation , 9 , 10 contained , 182 , 306 Plastic hinge location , 333 , 398 Plastic - limit curve , 306 , 307 , 311 Plastic - limit load , 92 beams , 348-352 non - uniform , 398 solid bar in tension - torsion ...
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Common terms and phrases
actual addition angle answer applied assemblage axes axial axis beam behavior bending circle circular column compatibility components compression compressive stress Consider constant creep cross section curve cylinder deflection deformation determined diameter direction displacement effect elastic equal equation equilibrium example Figure Find force given gives homogeneous idealization increase initial interior isotropic length limit linear linear-elastic load material maximum Maxwell modulus moment needed nonlinear normal obtained outer plane plastic positive pressure principal Prob problem produced pure radius range ratio replaced requires response result rotation shaft shear stress shell shown shows simple sketch solid solution steel strain stress-strain relations structural Suppose surface symmetry temperature tensile tension thickness thin-walled torsion tube twisting uniform unloading viscous yield zero