## Introduction to Mechanics of Deformable Solids |

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Page 72

1 Addition of hydrostatic pressure . recoverable changes , an

due to

course , the stresses computed from the dead weights alone are not the actual ...

1 Addition of hydrostatic pressure . recoverable changes , an

**increase**in volumedue to

**increase**in tension and a decrease due to**increase**in compression . Ofcourse , the stresses computed from the dead weights alone are not the actual ...

Page 103

As R continues to

stress first at a value of R = RY . Figure 6 . 5 shows tube 2 reaching yield first (

point Y ) . Many design specifications limit the working load Rv to some fraction of

the ...

As R continues to

**increase**, one or the other of the tubes will reach the yieldstress first at a value of R = RY . Figure 6 . 5 shows tube 2 reaching yield first (

point Y ) . Many design specifications limit the working load Rv to some fraction of

the ...

Page 140

P , = P2 = - OOA P ; = + fooA As the force in bar 4 cannot

further

magnitudes of the forces P1 , P2 , and P 3 . The algebraic sum of the forces must

remain ...

P , = P2 = - OOA P ; = + fooA As the force in bar 4 cannot

**increase**beyond ooA ,further

**increase**in moment M must be carried solely by**increases**in themagnitudes of the forces P1 , P2 , and P 3 . The algebraic sum of the forces must

remain ...

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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