## Introduction to Mechanics of Deformable Solids |

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Page 4

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 15

8 as a dashed line for each idealization except , of course , for the nonlinear -

elastic .

design or working loads are almost always kept below a working stress ( Fig . 2 .

8 as a dashed line for each idealization except , of course , for the nonlinear -

elastic .

**Linear**-**elastic**The stresses calculated to exist in structural elements atdesign or working loads are almost always kept below a working stress ( Fig . 2 .

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