## Introduction to Mechanics of Deformable Solids |

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Page 156

34 A rectangular bar of steel , 1 in . wide , 4 in . high , and 3 ft long , is heated

uniformly on its top

The temperature induced in the bar is 164°F everywhere at the top

100°F ...

34 A rectangular bar of steel , 1 in . wide , 4 in . high , and 3 ft long , is heated

uniformly on its top

**surface**and insulated completely on its two side**surfaces**.The temperature induced in the bar is 164°F everywhere at the top

**surface**and100°F ...

Page 255

At a free

called 2 , Yzz = 172 = 0 , Yzy = Yyz = 0 , but € , 0 in general . The picture in the xy

plane then does not differ at all from Fig . 11 . 29 . Principal values obtained from

...

At a free

**surface**of a body of isotropic material , if the normal to the**surface**iscalled 2 , Yzz = 172 = 0 , Yzy = Yyz = 0 , but € , 0 in general . The picture in the xy

plane then does not differ at all from Fig . 11 . 29 . Principal values obtained from

...

Page 285

doig del A f = const ( current y ield

effect in Fig . 12 . 9 Real stress - strain behavior in the plastic range .

compression following tension . However , the physical aspects are quite different

.

doig del A f = const ( current y ield

**surface**) Initial yield**surface**( 6 ) Bauschingereffect in Fig . 12 . 9 Real stress - strain behavior in the plastic range .

compression following tension . However , the physical aspects are quite different

.

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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