Introduction to Mechanics of Deformable Solids |
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Page 7
... Isotropic Relations Established Previously 265 Linear - elastic 265 Linear - viscous 267 Linear - viscoelastic 268 Temperature change 270 12.3 Nonlinear Isotropic Stress - Strain Relations by Modification of the Linear 270 Nonlinear ...
... Isotropic Relations Established Previously 265 Linear - elastic 265 Linear - viscous 267 Linear - viscoelastic 268 Temperature change 270 12.3 Nonlinear Isotropic Stress - Strain Relations by Modification of the Linear 270 Nonlinear ...
Page 51
... isotropic material . T tw Fig . 4.4 Typical cross section . The wall thickness tu is exag- gerated to make the details clearer . The mean radius r differs little from the outer or the inner radius . 4.2 / TORSION OF THIN - WALLED ...
... isotropic material . T tw Fig . 4.4 Typical cross section . The wall thickness tu is exag- gerated to make the details clearer . The mean radius r differs little from the outer or the inner radius . 4.2 / TORSION OF THIN - WALLED ...
Page 215
... isotropic material ( matched in simple ten- sion , point A ) . proof of completeness of information from one sector follows from the sym- metries about the 45 ° lines COC * and DOD ' plus the addition of the proper amount of hydrostatic ...
... isotropic material ( matched in simple ten- sion , point A ) . proof of completeness of information from one sector follows from the sym- metries about the 45 ° lines COC * and DOD ' plus the addition of the proper amount of hydrostatic ...
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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