Introduction to Mechanics of Deformable Solids |
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... Linear - work - hardening idealization 117 Linear Maxwell idealization 118 Nonlinear Maxwell idealization 119 Linear Kelvin idealization 120 Four - element model and mixed models 122 7.2 Symmetric Plane Assemblage Problems 122 7.3 Pure ...
... Linear - work - hardening idealization 117 Linear Maxwell idealization 118 Nonlinear Maxwell idealization 119 Linear Kelvin idealization 120 Four - element model and mixed models 122 7.2 Symmetric Plane Assemblage Problems 122 7.3 Pure ...
Page 197
... Linear - viscous and linear - viscoelastic materials The solution for the homo- geneous isotropic linear - elastic thick - walled cylinder carries over directly to our homogeneous isotropic linear - viscous idealization of material ...
... Linear - viscous and linear - viscoelastic materials The solution for the homo- geneous isotropic linear - elastic thick - walled cylinder carries over directly to our homogeneous isotropic linear - viscous idealization of material ...
Page 265
... linear relations for time - independent ( linear - elastic ) and time - dependent ( linear - viscous and linear - viscoelastic ) materials will be written both in the ordinary xyz notation and in the much more compact and informative ...
... linear relations for time - independent ( linear - elastic ) and time - dependent ( linear - viscous and linear - viscoelastic ) materials will be written both in the ordinary xyz notation and in the much more compact and informative ...
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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