Introduction to Mechanics of Deformable Solids |
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Page 104
... tube . Once plastic strains occur , a return to initial conditions of temperature and zero load will leave a residual state of stress or force P1 -P20 in the tubes . = Elastic - tube - viscous - tube Suppose that tube 1 is linear ...
... tube . Once plastic strains occur , a return to initial conditions of temperature and zero load will leave a residual state of stress or force P1 -P20 in the tubes . = Elastic - tube - viscous - tube Suppose that tube 1 is linear ...
Page 105
... tube- Maxwell - tube Suppose that tube 1 is linear - elastic , with modu- lus E1 , and tube 2 is linear - viscoelastic of the Maxwell type , with modulus E2 and viscous coefficient C2 . Let R be applied abruptly . The viscous response of ...
... tube- Maxwell - tube Suppose that tube 1 is linear - elastic , with modu- lus E1 , and tube 2 is linear - viscoelastic of the Maxwell type , with modulus E2 and viscous coefficient C2 . Let R be applied abruptly . The viscous response of ...
Page 159
... tube , as they , too , will be zero for zero applied axial force . The analogy between the two tubes in torsion and the two tubes in tension clearly is very close . T1 and T2 replace P1 and P2 , T replaces R , 1 and 2 replace 1 and 82 ...
... tube , as they , too , will be zero for zero applied axial force . The analogy between the two tubes in torsion and the two tubes in tension clearly is very close . T1 and T2 replace P1 and P2 , T replaces R , 1 and 2 replace 1 and 82 ...
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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