Introduction to Mechanics of Deformable Solids |
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... Linear - elastic response 127 Linear - viscous response 129 Linear - viscoelastic response 149 Elastic - perfectly plastic response 130 chapter 8 Assemblages of homogeneous states of shear - torsion of hollow and solid bars ( shafts ) ...
... Linear - elastic response 127 Linear - viscous response 129 Linear - viscoelastic response 149 Elastic - perfectly plastic response 130 chapter 8 Assemblages of homogeneous states of shear - torsion of hollow and solid bars ( shafts ) ...
Page 127
... Linear - elastic response The application of M , M to an assemblage of linear - elastic bars produces a response proportional to M. A similar elastic response is obtained by the abrupt application of M to an assemblage of Maxwell bars ...
... Linear - elastic response The application of M , M to an assemblage of linear - elastic bars produces a response proportional to M. A similar elastic response is obtained by the abrupt application of M to an assemblage of Maxwell bars ...
Page 184
... linear - elastic manner first . This problem has already been solved for a homogeneous isotropic thick - walled sphere . The subsequent response to steady pressure is a steady creep , if the viscous coefficient CM likewise is the same ...
... linear - elastic manner first . This problem has already been solved for a homogeneous isotropic thick - walled sphere . The subsequent response to steady pressure is a steady creep , if the viscous coefficient CM likewise is the same ...
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Common terms and phrases
applied assemblage axes axial force beam behavior cantilever centroid circumferential column compatibility components of stress constant creep cylinder deflection diameter direction displacement elastic-perfectly plastic elongation equations of equilibrium factor of safety free-body sketch homogeneous idealization increase inelastic initial interior pressure isotropic J₂ Kelvin Kelvin material limit linear Maxwell linear-elastic linear-viscoelastic linear-viscous load maximum Maxwell material modulus Mohr's circle neutral axis nonlinear normal stress outer P₁ P₂ perfectly plastic perpendicular plane plastic-limit principal stresses Prob problem pure bending radial radius ratio rectangular residual stress rigid end plates rotation shaft shear strain shear stress shell shown in Fig simple shear solution statically determinate steel stress and strain stress-strain curve stress-strain relations Suppose surface symmetry T₁ T₂ temperature tensile tensile stress thick-walled time-dependent torque torsion uniform unloading versus viscous yield curve yield stress Young's modulus zero ΕΙ σα σο στ