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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aluminum applied assemblage axial force beam behavior change in length circle circumferential column components of stress computed constant cross section cylinder dashpot deflection diameter dimensions direction displacement elastic elastic-perfectly plastic elongation equations of equilibrium factor of safety free-body sketch homogeneous HR steel idealization increase inelastic initial interior pressure isotropic Kelvin material linear Maxwell linear-elastic linear-viscous load M₂ maximum Maxwell material modulus Mohr's circle neutral axis nonlinear normal stress outer P₁ P₂ perfectly plastic perpendicular plane plastic deformation plastic-limit Prob problem pure bending radial radius ratio residual stress rotation shaft shear strain shear stress shell shown in Fig simple shear simple tension solution statically statically indeterminate stress and strain stress-strain curve stress-strain relations structural Suppose surface symmetry t₁ temperature tensile stress thick-walled thickness time-dependent torsion uniaxial uniform unloading versus viscous yield point yield stress Young's modulus zero ΕΙ σα σο στ