Introduction to Mechanics of Deformable Solids |
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Page 123
... Find the residual rotation after the cycle of loading , creep , and recovery . 3. What are the residual stresses ? D. For a nonlinear Maxwell idealization with a time history of loading as in Fig . 7.10 : 1. Find the initial values of ...
... Find the residual rotation after the cycle of loading , creep , and recovery . 3. What are the residual stresses ? D. For a nonlinear Maxwell idealization with a time history of loading as in Fig . 7.10 : 1. Find the initial values of ...
Page 154
... find : 1. M20 2. Myo 7.28 The I beam described in Prob . 7.22 is forced to bend about an axis z parallel to the ... find : 1. MY 2. NY 3. The line of action of the resultant of M , and NY B. When the beam is essentially fully plastic ...
... find : 1. M20 2. Myo 7.28 The I beam described in Prob . 7.22 is forced to bend about an axis z parallel to the ... find : 1. MY 2. NY 3. The line of action of the resultant of M , and NY B. When the beam is essentially fully plastic ...
Page 358
... Find the limit load Po for an elastic - perfectly plastic beam . = 80 hr . 14.16 A. Find the maximum deflection for an elastic beam , q = 200 lb / ft . B. Find the deflection at C for a nonlinear - viscoelastic beam of the Maxwell type ...
... Find the limit load Po for an elastic - perfectly plastic beam . = 80 hr . 14.16 A. Find the maximum deflection for an elastic beam , q = 200 lb / ft . B. Find the deflection at C for a nonlinear - viscoelastic beam of the Maxwell type ...
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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