Introduction to Mechanics of Deformable Solids |
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Page 378
... gives an equation of equilibrium ( for the forces acting on and in the body ) which applies to the configuration which is given at the start , not to the displaced configuration . The converse also is true ; substitution of an arbitrary ...
... gives an equation of equilibrium ( for the forces acting on and in the body ) which applies to the configuration which is given at the start , not to the displaced configuration . The converse also is true ; substitution of an arbitrary ...
Page 399
... gives the actual limit load , and Fig . 15.9a is the correct collapse configuration . Although ( 15.5 : 10 ) gives a better answer than ( 15.5 : 9 ) when M " < 17M ' , it is not the best answer . The plastic hinge for positive moment ...
... gives the actual limit load , and Fig . 15.9a is the correct collapse configuration . Although ( 15.5 : 10 ) gives a better answer than ( 15.5 : 9 ) when M " < 17M ' , it is not the best answer . The plastic hinge for positive moment ...
Page 419
... gives Pht = 1,000,000 / 100 = 10,000 A Phr A = 23,000 Both are too low . A trial value of 45,000 gives Pht / A = 30,000 , which still is too low , and Phr / A = 51,000 , which is too high . Therefore , the average stress at the tangent ...
... gives Pht = 1,000,000 / 100 = 10,000 A Phr A = 23,000 Both are too low . A trial value of 45,000 gives Pht / A = 30,000 , which still is too low , and Phr / A = 51,000 , which is too high . Therefore , the average stress at the tangent ...
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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