Introduction to Mechanics of Deformable Solids |
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Page 15
... range . The real behavior , with small time effects ignored , is sup- posed as in Fig . 2.2 and repeated in Fig . 2.8 as a dashed line for each idealization except , of course , for the nonlinear - elastic . Linear - elastic The ...
... range . The real behavior , with small time effects ignored , is sup- posed as in Fig . 2.2 and repeated in Fig . 2.8 as a dashed line for each idealization except , of course , for the nonlinear - elastic . Linear - elastic The ...
Page 19
... range is followed by a linear - elastic - plastic range . Again there is an element of judgment in the choice of the initial yield point and in the slope of the work - hardening line , but a wide range can be covered easily . The ...
... range is followed by a linear - elastic - plastic range . Again there is an element of judgment in the choice of the initial yield point and in the slope of the work - hardening line , but a wide range can be covered easily . The ...
Page 200
... range in which the material is operating . A value close to is found in the inelastic range ; values of to are common in the elastic range ( Fig . 2.3 and table in Appendix ) . Away from end disturbances , the response to torque 7 by ...
... range in which the material is operating . A value close to is found in the inelastic range ; values of to are common in the elastic range ( Fig . 2.3 and table in Appendix ) . Away from end disturbances , the response to torque 7 by ...
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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