Introduction to Mechanics of Deformable Solids |
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Page 8
... Nonlinear - viscous Material 297 Assemblage of two tubes of the same nonlinear - viscous material , Pa = p = Pb 0 298 = Thick - walled nonlinear - viscous cylinder , pa = Pb = 0 300 13.4 Elastic - Perfectly Plastic ( Homogeneous ) ...
... Nonlinear - viscous Material 297 Assemblage of two tubes of the same nonlinear - viscous material , Pa = p = Pb 0 298 = Thick - walled nonlinear - viscous cylinder , pa = Pb = 0 300 13.4 Elastic - Perfectly Plastic ( Homogeneous ) ...
Page 271
... Nonlinear - viscous ( incompressible ) ( J2 form ) The linear - viscous forms were obtained from the linear - elastic by substitution of ;; = dei ; / dt for e ;; . Simi- larly , just placing dots over ; in the nonlinear - elastic ...
... Nonlinear - viscous ( incompressible ) ( J2 form ) The linear - viscous forms were obtained from the linear - elastic by substitution of ;; = dei ; / dt for e ;; . Simi- larly , just placing dots over ; in the nonlinear - elastic ...
Page 433
... nonlinear viscous , 328 Anisotropy , 69 , 216 , 222 , 266 , 286 Antisymmetry , 112 , 171 ( See also under Symmetry ) ... viscous , 129 nonlinear viscous , 131 plastic , 115-117 , 139 in beam , elastic , 148 , 324 linear viscoelastic , 326 ...
... nonlinear viscous , 328 Anisotropy , 69 , 216 , 222 , 266 , 286 Antisymmetry , 112 , 171 ( See also under Symmetry ) ... viscous , 129 nonlinear viscous , 131 plastic , 115-117 , 139 in beam , elastic , 148 , 324 linear viscoelastic , 326 ...
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aluminum applied assemblage axial force beam behavior change in length circle circumferential column components of stress computed constant cross section cylinder dashpot deflection diameter dimensions direction displacement elastic elastic-perfectly plastic elongation equations of equilibrium factor of safety free-body sketch homogeneous HR steel idealization increase inelastic initial interior pressure isotropic Kelvin material linear Maxwell linear-elastic linear-viscous load M₂ maximum Maxwell material modulus Mohr's circle neutral axis nonlinear normal stress outer P₁ P₂ perfectly plastic perpendicular plane plastic deformation plastic-limit Prob problem pure bending radial radius ratio residual stress rotation shaft shear strain shear stress shell shown in Fig simple shear simple tension solution statically statically indeterminate stress and strain stress-strain curve stress-strain relations structural Suppose surface symmetry t₁ temperature tensile stress thick-walled thickness time-dependent torsion uniaxial uniform unloading versus viscous yield point yield stress Young's modulus zero ΕΙ σα σο στ