## 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 = Ï ( 7 . 3 : 6 ) and Pn = OnAn ( 7 . 3 : 7 ) along with the

corresponding ...

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 = Ï ( 7 . 3 : 6 ) and Pn = OnAn ( 7 . 3 : 7 ) along with the

corresponding ...

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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### 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 needed 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 steel strain stress-strain relations structural substitution Suppose surface symmetry temperature tensile tension tube twisting uniform virtual viscous yield zero