Introduction to Mechanics of Deformable Solids |
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Page 48
... components of stress or force per unit area will vary with the orientation of the plane of cut ( Figs . 1.1 , 1.4 ) . A rectangular prism of arbitrary size and position , with its axis parallel to the axis of the bar , is sketched ...
... components of stress or force per unit area will vary with the orientation of the plane of cut ( Figs . 1.1 , 1.4 ) . A rectangular prism of arbitrary size and position , with its axis parallel to the axis of the bar , is sketched ...
Page 237
... components remaining are labeled with a question mark . They are equivalent to those labeled Tz = T1 and T2 = Tan in Fig . 11.176 . Now it is obvious that each of these shear components must be zero . If not , the view of the ...
... components remaining are labeled with a question mark . They are equivalent to those labeled Tz = T1 and T2 = Tan in Fig . 11.176 . Now it is obvious that each of these shear components must be zero . If not , the view of the ...
Page 269
... components of strain and the components of stress , to represent time rate of change , converts all the stress - strain relations ( 12.2 : 2-16 ) to appropriate forms for the rates . In particular , then , Eqs . ( 12.2 : 13 , 14 ) with ...
... components of strain and the components of stress , to represent time rate of change , converts all the stress - strain relations ( 12.2 : 2-16 ) to appropriate forms for the rates . In particular , then , Eqs . ( 12.2 : 13 , 14 ) with ...
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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 M₂ 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 stress thick-walled time-dependent torque torsion uniform unloading versus viscous yield curve yield stress Young's modulus zero ΕΙ σα σο στ