Introduction to Mechanics of Deformable Solids |
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Page 7
... ( Isotropic ) stress - strain relations in three dimensions 264 12.1 Introduction 264 12.2 Linear Isotropic Relations Established Previously 265 Linear - elastic 265 Linear - viscous 267 Linear - viscoelastic 268 Temperature change 270 ...
... ( Isotropic ) stress - strain relations in three dimensions 264 12.1 Introduction 264 12.2 Linear Isotropic Relations Established Previously 265 Linear - elastic 265 Linear - viscous 267 Linear - viscoelastic 268 Temperature change 270 ...
Page 215
... isotropic material ( matched in simple ten- sion , point A ) . a proof of completeness of information from one sector follows from the sym- metries about the 45 ° lines COC * and DOD ' plus the addition of the proper amount of ...
... isotropic material ( matched in simple ten- sion , point A ) . a proof of completeness of information from one sector follows from the sym- metries about the 45 ° lines COC * and DOD ' plus the addition of the proper amount of ...
Page 265
... isotropic materials only , some side remarks indicate the approach suitable for materials which are not initially isotropic or which subsequently become anisotropic . 12.2 LINEAR ISOTROPIC RELATIONS ESTABLISHED PREVIOUSLY Linear ...
... isotropic materials only , some side remarks indicate the approach suitable for materials which are not initially isotropic or which subsequently become anisotropic . 12.2 LINEAR ISOTROPIC RELATIONS ESTABLISHED PREVIOUSLY Linear ...
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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