Introduction to Mechanics of Deformable Solids |
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... Material 297 Assemblage of two tubes of the same nonlinear - viscous material , Pap Pb = 0 298 Thick - walled nonlinear - viscous cylinder , Pa = pr = = 0 300 13.4 Elastic - Perfectly Plastic ( Homogeneous ) Material , R plus T 301 ...
... Material 297 Assemblage of two tubes of the same nonlinear - viscous material , Pap Pb = 0 298 Thick - walled nonlinear - viscous cylinder , Pa = pr = = 0 300 13.4 Elastic - Perfectly Plastic ( Homogeneous ) Material , R plus T 301 ...
Page 197
... material . There is no change at all in the equations of equilibrium ( 9.3 : 18 , 19 ) , but substitutions are ... materials Nonlinear materials Problems.
... material . There is no change at all in the equations of equilibrium ( 9.3 : 18 , 19 ) , but substitutions are ... materials Nonlinear materials Problems.
Page 285
... material , it is the rate of dissipation of energy per unit volume , D = σμέ = σij 24 Joij ( 12.5 : 14 ) which is the scalar quantity of direct physical meaning . In an elastic material it is the strain energy density W = Jo , dei ...
... material , it is the rate of dissipation of energy per unit volume , D = σμέ = σij 24 Joij ( 12.5 : 14 ) which is the scalar quantity of direct physical meaning . In an elastic material it is the strain energy density W = Jo , dei ...
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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