Introduction to Mechanics of Deformable Solids |
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Page 154
... maximum stress ) just reaches σo , find the moments Y 1. M , 2. M , about the coordinate axes . B. When the beam is essentially fully plastic ( σo everywhere except the imme- diate vicinity of the neutral axis ) , find : 1. M20 2. Myo ...
... maximum stress ) just reaches σo , find the moments Y 1. M , 2. M , about the coordinate axes . B. When the beam is essentially fully plastic ( σo everywhere except the imme- diate vicinity of the neutral axis ) , find : 1. M20 2. Myo ...
Page 219
... maximum 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 ...
... maximum 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 ...
Page 375
... maximum ( principal ) tensile stress in the bar . Indicate on a sketch both the point at which it occurs and the plane on which it acts . D. Like ( C ) , but for the maximum compressive stress . E. Like ( C ) , but for the maximum shear ...
... maximum ( principal ) tensile stress in the bar . Indicate on a sketch both the point at which it occurs and the plane on which it acts . D. Like ( C ) , but for the maximum compressive stress . E. Like ( C ) , but for the maximum shear ...
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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