Introduction to Mechanics of Deformable Solids |
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Page 53
... acting on them ( Figs . 4.6 and 4.7 ) , because there must always be equality of cross shears on planes at right angles . Reasoning similar to that which deter- mined Tr = O and which found σ to be zero or close to zero proves to be the ...
... acting on them ( Figs . 4.6 and 4.7 ) , because there must always be equality of cross shears on planes at right angles . Reasoning similar to that which deter- mined Tr = O and which found σ to be zero or close to zero proves to be the ...
Page 111
... acting alone has been examined carefully for all cross sections of bar . Twisting moment alone on a thin - walled circular tube also has been studied in detail , as has the state of stress and strain in a thin - walled circular tube ...
... acting alone has been examined carefully for all cross sections of bar . Twisting moment alone on a thin - walled circular tube also has been studied in detail , as has the state of stress and strain in a thin - walled circular tube ...
Page 228
... acting on plane 3 plots as point 3 whose coordinates are ( -5000,0 ) . The line joining points 1 and 3 is a diameter of the Mohr's circle for the components of stress acting on any plane perpendicular to the plane of the paper . Two ...
... acting on plane 3 plots as point 3 whose coordinates are ( -5000,0 ) . The line joining points 1 and 3 is a diameter of the Mohr's circle for the components of stress acting on any plane perpendicular to the plane of the paper . Two ...
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Common terms and phrases
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