## Introduction to Mechanics of Deformable Solids |

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Page 211

The curve which joins the

states of stress oa , oc on the inside , for which the response of the original

material is purely elastic or almost so , from the states of stress on the outside ,

which ...

The curve which joins the

**initial**yield points ( the**initial**yield curve ) separates thestates of stress oa , oc on the inside , for which the response of the original

material is purely elastic or almost so , from the states of stress on the outside ,

which ...

Page 410

A small increase in P causes a large increase in Vmax ; dP / dvmax = 0 at P = Ph

.

determination of Pn , is a fascinating topic in applied mathematics which has

reached a ...

A small increase in P causes a large increase in Vmax ; dP / dvmax = 0 at P = Ph

.

**Initial**deflection The eigenvalue type of problem , as illustrated by thedetermination of Pn , is a fascinating topic in applied mathematics which has

reached a ...

Page 438

... 373

410

Column ; Necking ) Interior pressure , 73 in spherical shell assemblage , 185 -

190 ...

... 373

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

**Initial**stress , 96**Initial**yield ( see Yield ,**initial**) Instability ( see Buckling ,Column ; Necking ) Interior pressure , 73 in spherical shell assemblage , 185 -

190 ...

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acts actual addition angle answer applied assemblage axial axis beam behavior bending carry circle circular column combined compatibility components compression compressive stress Consider constant creep cross section curve deflection deformation determined diameter dimensions direction displacement effect elastic equal equation example Figure Find force given gives homogeneous idealization increase independent 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 response result rotation shear stress shell shown shows simple sketch solution steel strain stress-strain relations structural Suppose surface symmetry temperature tensile tension thickness thin-walled tube twisting uniform unloading versus viscous yield zero