## Introduction to Mechanics of Deformable Solids |

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Page 197

This statement obviously is true for the

element material , because the

for the

its ...

This statement obviously is true for the

**initial**response of a Maxwell or four -element material , because the

**initial**response is linearelastic . It is obvious alsofor the

**initial**( linear - viscous ) response of a Kelvin material . Strong evidence ofits ...

Page 211

10 . 7 Yield curves for combined tension and torsion . moderate to large offset

definition of yield . The curve which joins the

curve ) separates the states of stress o a , Oc on the inside , for which the

response of ...

10 . 7 Yield curves for combined tension and torsion . moderate to large offset

definition of yield . The curve which joins the

**initial**yield points ( the**initial**yieldcurve ) separates the states of stress o a , Oc on the inside , for which the

response of ...

Page 438

... 372 , 373

imperfection , 410

Buckling , Column ; Necking ) Interior pressure , 73 in spherical shell assemblage

, 185 ...

... 372 , 373

**Initial**creep , 30 ( See also under Creep )**Initial**deflection orimperfection , 410

**Initial**stress , 96**Initial**yield ( see Yield ,**initial**) Instability ( seeBuckling , Column ; Necking ) Interior pressure , 73 in spherical shell assemblage

, 185 ...

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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