## Introduction to Mechanics of Deformable Solids |

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Page 126

The methods of solution employing generalized stress and strain and those

employing

definitions En = ( 7 . 3 : 6 ) and Pn = onAn ( 7 . 3 : 7 ) along with the

corresponding steps ...

The methods of solution employing generalized stress and strain and those

employing

**actual**stress and strain are in essence the same . It is true that thedefinitions En = ( 7 . 3 : 6 ) and Pn = onAn ( 7 . 3 : 7 ) along with the

corresponding steps ...

Page 377

Of course , unless at least some of the salient features of the

( which satisfies both equilibrium and compatibility ) appear either in the

equilibrium set or in the compatible set , no information about the real problem

will be ...

Of course , unless at least some of the salient features of the

**actual**, or real , state( which satisfies both equilibrium and compatibility ) appear either in the

equilibrium set or in the compatible set , no information about the real problem

will be ...

Page 384

( a ) (

The

displacements and strains ( elongations 8 ) are taken as the compatible set in the

...

( a ) (

**Actual**) compatible set ( no forces applied ) ; ( 6 ) equilibrium set to find uc .The

**actual**horizontal displacement uc of C is to be found . Therefore the**actual**displacements and strains ( elongations 8 ) are taken as the compatible set in the

...

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actual addition angle answer applied assemblage axes axial axis beam behavior bending circle circular column combined compatibility components compression compressive stress 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 versus viscous yield zero