Introduction to Mechanics of Deformable Solids |
From inside the book
Results 1-3 of 65
Page 175
... tensile stress labeled po produced by an interior pressure labeled p + po and exterior pressure labeled po . The results carry over to σ , the tensile stress in the shell of Fig . 9.2 in any direction perpendicular to the radius , when ...
... tensile stress labeled po produced by an interior pressure labeled p + po and exterior pressure labeled po . The results carry over to σ , the tensile stress in the shell of Fig . 9.2 in any direction perpendicular to the radius , when ...
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 alone . It must be examined in much more general terms . T Return ...
... 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 alone . It must be examined in much more general terms . T Return ...
Page 443
... Tensile force , 5 Tensile fracture in torsion , 67 Tensile strength , 14 , 85 , 429 Tension member , 5 end effects in , 16 , 17 Tension test , 9 Tensor , 240 of inertia , 372 , 373 of strain , 249 of strain deviation , 250 of stress ...
... Tensile force , 5 Tensile fracture in torsion , 67 Tensile strength , 14 , 85 , 429 Tension member , 5 end effects in , 16 , 17 Tension test , 9 Tensor , 240 of inertia , 372 , 373 of strain , 249 of strain deviation , 250 of stress ...
Other editions - View all
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