Introduction to Mechanics of Deformable Solids |
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Page 7
... principal strains . Stress and strain as tensors 218 Linear - viscous and linear - viscoelastic materials Nonlinear ... Principal Stresses in Two Dimensions ( Plane Stress ) 224 Principal values given 224 Stress components σx , σy , Try ...
... principal strains . Stress and strain as tensors 218 Linear - viscous and linear - viscoelastic materials Nonlinear ... Principal Stresses in Two Dimensions ( Plane Stress ) 224 Principal values given 224 Stress components σx , σy , Try ...
Page 235
... principal stress is zero . D. Carefully plot the results to parts B and C on a two - dimensional stress- space plot . On your graph indicate your estimate in pounds per ... Principal Stresses in Three Dimensions Secondary principal stresses.
... principal stress is zero . D. Carefully plot the results to parts B and C on a two - dimensional stress- space plot . On your graph indicate your estimate in pounds per ... Principal Stresses in Three Dimensions Secondary principal stresses.
Page 236
... principal stresses σ , σn . ( a ) @max ( b ) Omax ( Oy , Tyx ) σε σ ( Ox . - Try ) ( c ) ( c ) Fig . 11.18 Principal stresses exist and act on planes of zero shear stress ( see also Fig . 11.1 ) . as ẞ changes . These " principal ...
... principal stresses σ , σn . ( a ) @max ( b ) Omax ( Oy , Tyx ) σε σ ( Ox . - Try ) ( c ) ( c ) Fig . 11.18 Principal stresses exist and act on planes of zero shear stress ( see also Fig . 11.1 ) . as ẞ changes . These " principal ...
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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 statically determinate steel stress and strain stress-strain curve stress-strain relations Suppose surface symmetry T₁ 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