Introduction to Mechanics of Deformable Solids |
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Page 194
... axial force of F ( P1 + P2 ) is required to prevent relative axial motion w of the end plates of Fig . 9.11 . If the constraint w = 0 is dropped and an additional external axial force R is applied to the assemblage , the problem can be ...
... axial force of F ( P1 + P2 ) is required to prevent relative axial motion w of the end plates of Fig . 9.11 . If the constraint w = 0 is dropped and an additional external axial force R is applied to the assemblage , the problem can be ...
Page 207
... Axial symmetry Consider axial tension alone , R = N ( Fig . 10.5 ) , applied to a closed - end thin - walled circular tube of homogeneous material , a material with identifiable orientation , if any , in fixed directions x , y , z . The ...
... Axial symmetry Consider axial tension alone , R = N ( Fig . 10.5 ) , applied to a closed - end thin - walled circular tube of homogeneous material , a material with identifiable orientation , if any , in fixed directions x , y , z . The ...
Page 208
... axial symmetry and thinness of wall ( Fig . 10.5 ) . The corresponding components of strain ea , ec , er , and y also are reasonably homogeneous . How- ever , only for linear materials is each the sum of the separate effects of R , T ...
... axial symmetry and thinness of wall ( Fig . 10.5 ) . The corresponding components of strain ea , ec , er , and y also are reasonably homogeneous . How- ever , only for linear materials is each the sum of the separate effects of R , T ...
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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