Introduction to Mechanics of Deformable Solids |
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Page 177
... compatibility , and the stress - strain relations must be written down and used simultaneously in general . Equilibrium has been considered already ( 9.1 : 3 , 4 ) so that compatibility comes next . Limit pressure ( elastic - perfectly ...
... compatibility , and the stress - strain relations must be written down and used simultaneously in general . Equilibrium has been considered already ( 9.1 : 3 , 4 ) so that compatibility comes next . Limit pressure ( elastic - perfectly ...
Page 179
... Compatibility of strains The condition of deformation or compatibility follows directly from the expression for circumferential strain in terms of outward THICK - WALLED PRESSURE VESSELS / 17 ' radial displacement u ( Fig . 9.5c ) , Σπι ...
... Compatibility of strains The condition of deformation or compatibility follows directly from the expression for circumferential strain in terms of outward THICK - WALLED PRESSURE VESSELS / 17 ' radial displacement u ( Fig . 9.5c ) , Σπι ...
Page 202
... compatibility , and the stress - strain relations everywhere for one loading of a body and that another solution for the same body under a different loading is e " , de " / dt , o " , Then the actual response to the combined loading is ...
... compatibility , and the stress - strain relations everywhere for one loading of a body and that another solution for the same body under a different loading is e " , de " / dt , o " , Then the actual response to the combined loading is ...
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Common terms and phrases
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