Introduction to Mechanics of Deformable Solids |
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Page 35
... the Maxwell model , the strain at all times is the sum of the elastic compo- nent and the viscous component € " , ε = € + ε " σ σ = 401 σε 201 σ = σ1 t TIME - DEPENDENT BEHAVIOR IN TENSION AND COMPRESSION / 35 Linear-viscoelastic.
... the Maxwell model , the strain at all times is the sum of the elastic compo- nent and the viscous component € " , ε = € + ε " σ σ = 401 σε 201 σ = σ1 t TIME - DEPENDENT BEHAVIOR IN TENSION AND COMPRESSION / 35 Linear-viscoelastic.
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 433
... linear elastic , 323 linear Kelvin , 327 linear Maxwell , 326 nonlinear viscous , 328 Anisotropy , 69 , 216 , 222 ... viscoelastic , 118-122 , 129 linear viscous , 129 nonlinear viscous , 131 plastic , 115-117 , 139 in beam , elastic ...
... linear elastic , 323 linear Kelvin , 327 linear Maxwell , 326 nonlinear viscous , 328 Anisotropy , 69 , 216 , 222 ... viscoelastic , 118-122 , 129 linear viscous , 129 nonlinear viscous , 131 plastic , 115-117 , 139 in beam , elastic ...
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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