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 Txr = O and which found σ , to be zero or close to zero proves to be ...
... 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 Txr = O and which found σ , to be zero or close to zero proves to be ...
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 ...
Page 379
... acting at A , B , and C only F is displaced and does work F ( u * sin a ) . The right - hand side of the equation of virtual work ( 15.1 : 1 ) represents the internal work in this imagined displacement . All this work is concentrated at ...
... acting at A , B , and C only F is displaced and does work F ( u * sin a ) . The right - hand side of the equation of virtual work ( 15.1 : 1 ) represents the internal work in this imagined displacement . All this work is concentrated at ...
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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