Introduction to Mechanics of Deformable Solids |
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Page 154
... maximum stress ) just reaches σo , find the moments 1. M , 2. MY about the coordinate axes . B. When the beam is essentially fully plastic ( oo everywhere except the imme- diate vicinity of the neutral axis ) , find : 1. M20 2. Myo 7.28 ...
... maximum stress ) just reaches σo , find the moments 1. M , 2. MY about the coordinate axes . B. When the beam is essentially fully plastic ( oo everywhere except the imme- diate vicinity of the neutral axis ) , find : 1. M20 2. Myo 7.28 ...
Page 220
... maximum shear stress Tmax will act on each of the planes at 45 ° to the planes of maximum and minimum normal stress ( Fig . 11.2 ) in a direction perpendicular Its numerical value is to σ2 . Tmax = σι σ 3 2 - 03 ( 11.1 : 2 ) Note that σ ...
... maximum shear stress Tmax will act on each of the planes at 45 ° to the planes of maximum and minimum normal stress ( Fig . 11.2 ) in a direction perpendicular Its numerical value is to σ2 . Tmax = σι σ 3 2 - 03 ( 11.1 : 2 ) Note that σ ...
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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applied assemblage axes axial force beam behavior cantilever centroid circumferential column compatibility components of stress constant creep cylinder deflection diameter direction displacement elastic-perfectly plastic elongation equations of equilibrium factor of safety free-body sketch homogeneous idealization increase inelastic initial interior pressure isotropic J₂ Kelvin Kelvin material limit linear Maxwell linear-elastic linear-viscoelastic linear-viscous load maximum Maxwell material modulus Mohr's circle neutral axis nonlinear normal stress outer P₁ P₂ perfectly plastic perpendicular plane plastic-limit principal stresses Prob problem pure bending radial radius ratio rectangular residual stress rigid end plates rotation shaft shear strain shear stress shell shown in Fig simple shear solution statically determinate steel stress and strain stress-strain curve stress-strain relations Suppose surface symmetry T₁ T₂ temperature tensile tensile stress thick-walled time-dependent torque torsion uniform unloading versus viscous yield curve yield stress Young's modulus zero ΕΙ σα σο στ