Introduction to Mechanics of Deformable Solids |
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Page 61
... simple shear . Correspondingly , they may exhibit shear deformation when placed in uniaxial tension . For thin - walled tubes , neither of these cross effects alters the ... SIMPLE SHEAR / 61 Tension and Compression in Simple Shear Stress.
... simple shear . Correspondingly , they may exhibit shear deformation when placed in uniaxial tension . For thin - walled tubes , neither of these cross effects alters the ... SIMPLE SHEAR / 61 Tension and Compression in Simple Shear Stress.
Page 65
... simple shear there is no shear strain for these 45 ° directions , both of which rotate clockwise through the small angle y / 2 . € 45 = -E - 45 = +3 Y 2 Therefore , from this result and the earlier one for stress alone ( Fig . 4.17 ) , ...
... simple shear there is no shear strain for these 45 ° directions , both of which rotate clockwise through the small angle y / 2 . € 45 = -E - 45 = +3 Y 2 Therefore , from this result and the earlier one for stress alone ( Fig . 4.17 ) , ...
Page 276
... simple shear The isothermal stress - strain relation of an elastic material in simple tension or in simple shear is represented by the reversible curve of Fig . 12.4a for a nonlinear material and by the reversible straight line of Fig ...
... simple shear The isothermal stress - strain relation of an elastic material in simple tension or in simple shear is represented by the reversible curve of Fig . 12.4a for a nonlinear material and by the reversible straight line of Fig ...
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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 M₂ 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 stress thick-walled time-dependent torque torsion uniform unloading versus viscous yield curve yield stress Young's modulus zero ΕΙ σα σο στ