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. M , 2. NY 3. The line of action of the resultant of M , Y 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. M , 2. NY 3. The line of action of the resultant of M , Y and NY B. When the beam is essentially fully plastic ...
Page 358
... Find the limit load P。 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 P。 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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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