Introduction to Mechanics of Deformable Solids |
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Results 1-3 of 67
Page 48
... stress ( stress tensor ) is everywhere the same . However , the 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 ...
... stress ( stress tensor ) is everywhere the same . However , the 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 ...
Page 52
... components of stress at each point in section C " to be the normal stress σ , the circumferential shear stress 7 , and the radial shear stress Tir . It is these components which , because of symmetry , cannot vary with the angular ...
... components of stress at each point in section C " to be the normal stress σ , the circumferential shear stress 7 , and the radial shear stress Tir . It is these components which , because of symmetry , cannot vary with the angular ...
Page 228
... components of stress acting on any plane perpendicular to the plane of the paper . Two points are sufficient to determine the circle , because its center must lie on the on axis . The center of the Mohr's circle is indicated by the ...
... components of stress acting on any plane perpendicular to the plane of the paper . Two points are sufficient to determine the circle , because its center must lie on the on axis . The center of the Mohr's circle is indicated by the ...
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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