## Introduction to Mechanics of Deformable Solids |

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Page 6

1 Pure Bending of Plane Assemblages of Bars in Tension and Compression 111

work - hardening idealization 117 Linear Maxwell idealization 118 Nonlinear ...

1 Pure Bending of Plane Assemblages of Bars in Tension and Compression 111

**Linear**-**elastic**behavior 114 Elastic - perfectly plastic idealization 115 Linear -work - hardening idealization 117 Linear Maxwell idealization 118 Nonlinear ...

Page 105

Elastic - tube - Maxwell - tube Suppose that tube 1 is

modulus E1 , and tube 2 is linear - viscoelastic of the Maxwell type , with modulus

E , and viscous coefficient C2 . Let R be applied abruptly . The viscous response

of ...

Elastic - tube - Maxwell - tube Suppose that tube 1 is

**linear**-**elastic**, withmodulus E1 , and tube 2 is linear - viscoelastic of the Maxwell type , with modulus

E , and viscous coefficient C2 . Let R be applied abruptly . The viscous response

of ...

Page 197

3 : 35 ) Linear - viscous and linear - viscoelastic materials The solution for the

homogeneous isotropic

to our homogeneous isotropic linear - viscous idealization of material . There is

no ...

3 : 35 ) Linear - viscous and linear - viscoelastic materials The solution for the

homogeneous isotropic

**linear**-**elastic**thick - walled cylinder carries over directlyto our homogeneous isotropic linear - viscous idealization of material . There is

no ...

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acting actual addition angle answer applied approximation assemblage axial force axis beam behavior bending circle circular column combined compatibility components compression compressive stress Consider constant creep cross section curve deflection deformation determined direction displacement effect elastic equal equation equations of equilibrium example Find force given gives homogeneous idealization increase initial interior isotropic length limit linear linear-elastic load material maximum Maxwell modulus moment nonlinear normal obtained plane plastic positive pressure principal Prob problem produced pure radius range ratio relation replaced requires response result rotation shear stress shell shown shows simple sketch solution solved statically steel strain stress-strain relations structural substitution Suppose surface symmetry temperature tensile tension tion tube twisting uniform virtual viscous yield zero