Introduction to Mechanics of Deformable Solids |
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Page 79
... tensile stress σa in the cylindrical shell is exactly the same as the tensile stress in a spherical shell of the same radius and thickness of wall subjected to the same pressure . The circumferential tensile stress σ , in the cylinder ...
... tensile stress σa in the cylindrical shell is exactly the same as the tensile stress in a spherical shell of the same radius and thickness of wall subjected to the same pressure . The circumferential tensile stress σ , in the cylinder ...
Page 219
... tensile stress exceeds a limiting value . How is the maximum tensile stress to be computed ? This question was touched on in Sec . 4.5 ( Fig . 4.17 ) for simple shear 7 ... STRESSES AND PRINCIPAL STRAINS . STRESS AND STRAIN AS TENSORS / 219.
... tensile stress exceeds a limiting value . How is the maximum tensile stress to be computed ? This question was touched on in Sec . 4.5 ( Fig . 4.17 ) for simple shear 7 ... STRESSES AND PRINCIPAL STRAINS . STRESS AND STRAIN AS TENSORS / 219.
Page 443
... stress , 224 , 230 simple shear , 61-63 three dimensions , 238 , 239 uniaxial tension , 48-50 initial , 96 Mohr's ... tensile strength , 85 on yield strength , 84 Tensile force , 5 Tensile fracture in torsion , 67 Tensile strength , 14 ...
... stress , 224 , 230 simple shear , 61-63 three dimensions , 238 , 239 uniaxial tension , 48-50 initial , 96 Mohr's ... tensile strength , 85 on yield strength , 84 Tensile force , 5 Tensile fracture in torsion , 67 Tensile strength , 14 ...
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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