Introduction to Mechanics of Deformable Solids |
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Page 24
... needed clearances are lost or other critical dimensions are not kept certainly has failed . It may not matter whether the excessive deformation is plastic or is elastic and so fully recoverable . Relatively few persons enjoy structures ...
... needed clearances are lost or other critical dimensions are not kept certainly has failed . It may not matter whether the excessive deformation is plastic or is elastic and so fully recoverable . Relatively few persons enjoy structures ...
Page 97
... needed to solve the problem . The additional equation is given by the geometry of the deforma- tion and so introduces the physical and geometrical properties of the bars them- selves . Extreme cases make the importance of the physical ...
... needed to solve the problem . The additional equation is given by the geometry of the deforma- tion and so introduces the physical and geometrical properties of the bars them- selves . Extreme cases make the importance of the physical ...
Page 197
... needed in the stress - strain relation ( 9.3 : 22 ) . Replace displacements u and w by their time rates of change or velocities du / dt and dw / dt , strains e by strain rates de / dt , elastic constants E and by viscous coefficients ...
... needed in the stress - strain relation ( 9.3 : 22 ) . Replace displacements u and w by their time rates of change or velocities du / dt and dw / dt , strains e by strain rates de / dt , elastic constants E and by viscous coefficients ...
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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