Introduction to Mechanics of Deformable Solids |
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Page 156
... surface and insulated completely on its two side surfaces . The temperature induced in the bar is 164 ° F everywhere at the top surface and 100 ° F at the bottom surface . Take the modulus of elasticity of steel to be 30 X 10 psi and ...
... surface and insulated completely on its two side surfaces . The temperature induced in the bar is 164 ° F everywhere at the top surface and 100 ° F at the bottom surface . Take the modulus of elasticity of steel to be 30 X 10 psi and ...
Page 258
... SURFACE 11.16 Three rectangular rosettes are bonded to the outside surface of the 6 - in . - OD 4 - in . - ID 1045 steel bar of Prob . 10.1A , E = 30 × 106 psi , v = 0.30 . Each rosette is mounted with one gage in the axial direction ...
... SURFACE 11.16 Three rectangular rosettes are bonded to the outside surface of the 6 - in . - OD 4 - in . - ID 1045 steel bar of Prob . 10.1A , E = 30 × 106 psi , v = 0.30 . Each rosette is mounted with one gage in the axial direction ...
Page 282
... surface lies inside everywhere else ; tangent planes or lines are everywhere outside the surface except at the point of tangency . Actually , the complementary energy density is a positive definite quadratic form for anisotropic linear ...
... surface lies inside everywhere else ; tangent planes or lines are everywhere outside the surface except at the point of tangency . Actually , the complementary energy density is a positive definite quadratic form for anisotropic linear ...
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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