Introduction to Mechanics of Deformable Solids |
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Page 48
Daniel Charles Drucker. chapter 4 Simple shear 4.1 SHEAR STRESS IN HOMOGENEOUS SIMPLE TENSION AND COMPRESSION The stress - strain relations for homogeneous tension and compression represent a very limited aspect of the complete stress ...
Daniel Charles Drucker. chapter 4 Simple shear 4.1 SHEAR STRESS IN HOMOGENEOUS SIMPLE TENSION AND COMPRESSION The stress - strain relations for homogeneous tension and compression represent a very limited aspect of the complete stress ...
Page 219
... shear stress alone is significant for inelastic behavior of all types ; perhaps a very complicated function of shear stress governs . A rational basis for decision can ... STRESSES AND PRINCIPAL STRAINS . STRESS AND STRAIN AS TENSORS / 219.
... shear stress alone is significant for inelastic behavior of all types ; perhaps a very complicated function of shear stress governs . A rational basis for decision can ... STRESSES AND PRINCIPAL STRAINS . STRESS AND STRAIN AS TENSORS / 219.
Page 220
... shear stress ( see Fig . 11.1 ) . σ1 Tmax = -σ3 2 angle BAC = angle ABC = 45 ° braically ( tension positive ) the greatest , and on another algebraically the least , normal stress for any plane through the point . Call the maximum ...
... shear stress ( see Fig . 11.1 ) . σ1 Tmax = -σ3 2 angle BAC = angle ABC = 45 ° braically ( tension positive ) the greatest , and on another algebraically the least , normal stress for any plane through the point . Call the maximum ...
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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