Introduction to Mechanics of Deformable Solids |
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... Isotropic Relations Established Previously 265 Linear - elastic 265 Linear - viscous 267 Linear - viscoelastic 268 Temperature change 270 12.3 Nonlinear Isotropic Stress - Strain Relations by Modification of the Linear 270 Nonlinear ...
... Isotropic Relations Established Previously 265 Linear - elastic 265 Linear - viscous 267 Linear - viscoelastic 268 Temperature change 270 12.3 Nonlinear Isotropic Stress - Strain Relations by Modification of the Linear 270 Nonlinear ...
Page 215
... isotropic material ( matched in simple ten- sion , point . 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 ) . 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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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