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 154
... stress σo . A. When the extreme fiber stress ( the maximum stress ) just reaches σo , find the moments Y 1. M , 2. M ... compressive stress under pure bending . 3. Find the maximum tensile and the maximum compressive stress due to a pure ...
... stress σo . A. When the extreme fiber stress ( the maximum stress ) just reaches σo , find the moments Y 1. M , 2. M ... compressive stress under pure bending . 3. Find the maximum tensile and the maximum compressive stress due to a pure ...
Page 414
... stress σo , P / A σo or P = σoA 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 Et Aex . Elsewhere the ...
... stress σo , P / A σo or P = σoA 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 Et Aex . Elsewhere the ...
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angle applied assemblage axes axial force beam behavior buckling cantilever centroid circular circumferential column compatibility components of stress compression constant creep cross section cylinder deflection diameter direction displacement elastic elastic-perfectly plastic elongation equations of equilibrium factor of safety free-body sketch homogeneous idealization inelastic initial interior pressure isotropic J₂ Kelvin Kelvin material limit linear Maxwell linear-elastic linear-viscoelastic linear-viscous load M₂ material maximum Maxwell material modulus Mohr's circle neutral axis nonlinear nonlinear-viscous normal stress P₁ P₂ perfectly plastic perpendicular plane plastic-limit principal stresses Prob problem radial radius ratio rotation shaft shear center 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 temperature tensile stress thick-walled time-dependent torsion twisting uniform unloading versus viscous yield curve yield stress Young's modulus zero ΕΙ σα σο στ