## Introduction to Mechanics of Deformable Solids |

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Page 98

Therefore , the third

expressed in terms of force , is P - L , to ... This

...

Therefore , the third

**equation**for linear - elastic bars , the deformation conditionexpressed in terms of force , is P - L , to ... This

**equation**plus two independent**equations**of equilibrium provides three**equations**for the three unknowns P7 , P8...

Page 180

1 : 15 ) Combining the two gives the

) which holds for all values of r from a to b . Solutions to problems do not require

advance knowledge of the signs of individual terms . We do know , however ...

1 : 15 ) Combining the two gives the

**equation**of compatibility 6 = ( reo ) ( 9 . 1 : 16) which holds for all values of r from a to b . Solutions to problems do not require

advance knowledge of the signs of individual terms . We do know , however ...

Page 376

chapter 15 Virtual - work

STATEMENT Equilibrium and compatibility ( geometry ) are brought together ,

side by side but independently , in the

included ...

chapter 15 Virtual - work

**equation**and technique 15 . 1 / CONCEPT ANDSTATEMENT Equilibrium and compatibility ( geometry ) are brought together ,

side by side but independently , in the

**equation**of virtual work . Dynamics isincluded ...

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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