## Introduction to Mechanics of Deformable Solids |

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Page 8

chapter 13 Nonlinear thick - walled homogeneous cylinder and assemblage

solutions 290 13 . 1 Previous Stopping Point and Restatement of Problem 290 13

. 2 Jz - type Stress - Strain Relations for pa , oc , Or , Toc 295

Ja ...

chapter 13 Nonlinear thick - walled homogeneous cylinder and assemblage

solutions 290 13 . 1 Previous Stopping Point and Restatement of Problem 290 13

. 2 Jz - type Stress - Strain Relations for pa , oc , Or , Toc 295

**Nonlinear**-**viscous**Ja ...

Page 43

analysis and design but interestingly for us and for innovation in design , linearity

is not a law of nature . The strain rate of metals in steady - state creep shows a

strongly ...

**Nonlinear**-**viscous**element in a Maxwell model Unfortunately for ease ofanalysis and design but interestingly for us and for innovation in design , linearity

is not a law of nature . The strain rate of metals in steady - state creep shows a

strongly ...

Page 433

... linear elastic , 323 linear Kelvin , 327 linear Maxwell , 326

328 Anisotropy , 69 , 216 , 222 , 266 , 286 Antisymmetry , 112 , 171 ( See also

under Symmetry ) Approximation ( see Idealizations of material ) Area , first

moment ...

... linear elastic , 323 linear Kelvin , 327 linear Maxwell , 326

**nonlinear viscous**,328 Anisotropy , 69 , 216 , 222 , 266 , 286 Antisymmetry , 112 , 171 ( See also

under Symmetry ) Approximation ( see Idealizations of material ) Area , first

moment ...

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### Common terms and phrases

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