Introduction to Mechanics of Deformable Solids |
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Page 104
... tube . Once plastic strains occur , a return to initial conditions of temperature and zero load will leave a residual state of stress or force Pr -P20 in the tubes . = Elastic - tube - viscous - tube Suppose that tube 1 is linear ...
... tube . Once plastic strains occur , a return to initial conditions of temperature and zero load will leave a residual state of stress or force Pr -P20 in the tubes . = Elastic - tube - viscous - tube Suppose that tube 1 is linear ...
Page 105
... tube - Maxwell - tube Suppose that tube 1 is linear - elastic , with modu- lus E1 , and tube 2 is linear - viscoelastic of the Maxwell type , with modulus E2 and viscous coefficient C2 . Let R be applied abruptly . The viscous response of ...
... tube - Maxwell - tube Suppose that tube 1 is linear - elastic , with modu- lus E1 , and tube 2 is linear - viscoelastic of the Maxwell type , with modulus E2 and viscous coefficient C2 . Let R be applied abruptly . The viscous response of ...
Page 159
... tube , as they , too , will be zero for zero applied axial force . The analogy between the two tubes in torsion and the two tubes in tension clearly is very close . T1 and T2 replace P1 and P2 , T replaces R , 1 and 2 replace d1 and 82 ...
... tube , as they , too , will be zero for zero applied axial force . The analogy between the two tubes in torsion and the two tubes in tension clearly is very close . T1 and T2 replace P1 and P2 , T replaces R , 1 and 2 replace d1 and 82 ...
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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