Introduction to Mechanics of Deformable Solids |
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Page 8
... Homogeneous As- semblage or Cylinder of 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 ...
... Homogeneous As- semblage or Cylinder of 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 ...
Page 89
... homogeneous states . However , the stress - strain relations for the material appeared as a consequence of the analysis coupled with experiment , not as one of the essential given properties leading to a solution for the interior ...
... homogeneous states . However , the stress - strain relations for the material appeared as a consequence of the analysis coupled with experiment , not as one of the essential given properties leading to a solution for the interior ...
Page 207
... homogeneous strain x , y , z , Yxy , If the material possesses axial symmetry instead , homogeneity still means equality or uniformity at all points , but now with reference to the axial , radial , and circumferential directions instead ...
... homogeneous strain x , y , z , Yxy , If the material possesses axial symmetry instead , homogeneity still means equality or uniformity at all points , but now with reference to the axial , radial , and circumferential directions instead ...
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Common terms and phrases
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