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 59
... Stress Creep Frac- ture of an Aluminum Alloy , Aircraft Eng . , pp . 1-11 , June , 1960 . and makes the designation " true " strain not unreasonable . If the shear - stress vs shear - strain curves are simple T versus curves with a ...
... Stress Creep Frac- ture of an Aluminum Alloy , Aircraft Eng . , pp . 1-11 , June , 1960 . and makes the designation " true " strain not unreasonable . If the shear - stress vs shear - strain curves are simple T versus curves with a ...
Page 220
... shear stress ( see Fig . 11.1 ) . Tmax == σι - σ3 2 angle BAC = angle ABC = 45 ° Call the maximum principal Then the intermediate principal braically ( tension positive ) the greatest , and on another algebraically the least , normal stress ...
... shear stress ( see Fig . 11.1 ) . Tmax == σι - σ3 2 angle BAC = angle ABC = 45 ° Call the maximum principal Then the intermediate principal braically ( tension positive ) the greatest , and on another algebraically the least , normal stress ...
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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 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