Introduction to Mechanics of Deformable Solids |
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Page 72
... compression . Of course , the stresses computed from the dead weights alone are not the actual stresses . A normal compressive stress po must be added on every plane through the material . As seen in Fig . 5.1 , the standard tension ...
... compression . Of course , the stresses computed from the dead weights alone are not the actual stresses . A normal compressive stress po must be added on every plane through the material . As seen in Fig . 5.1 , the standard tension ...
Page 233
... compressive stress is sought . When either σ or σ or both are compressive , the algebraically smaller principal stress must be compressive . Figure ... STRESS 11.1 PRINCIPAL STRESSES AND PRINCIPAL STRAINS . STRESS AND STRAIN AS TENSORS / 233.
... compressive stress is sought . When either σ or σ or both are compressive , the algebraically smaller principal stress must be compressive . Figure ... STRESS 11.1 PRINCIPAL STRESSES AND PRINCIPAL STRAINS . STRESS AND STRAIN AS TENSORS / 233.
Page 414
... stress σo , P / A go or P A clearly is an upper bound on the load - carrying capacity . When the material work ... compressive strain ea , the normal compressive stress on the cross section increases by EAer . Elsewhere the compressive ...
... stress σo , P / A go or P A clearly is an upper bound on the load - carrying capacity . When the material work ... compressive strain ea , the normal compressive stress on the cross section increases by EAer . Elsewhere the compressive ...
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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