## Introduction to Mechanics of Deformable Solids |

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Page 135

Also , the bar forces no longer sum to zero but instead add to a

left . In turn , this

maintain equilibrium . In other words , enforced bending about an arbitrary axis z

...

Also , the bar forces no longer sum to zero but instead add to a

**tensile**force to theleft . In turn , this

**tensile**force requires a**tensile**pull N on the rigid end plate tomaintain equilibrium . In other words , enforced bending about an arbitrary axis z

...

Page 175

3 for the thin - walled sphere , which shows a circumferential

labeled o - po produced by an interior pressure labeled p + po and exterior

pressure labeled po . The results carry over to on , the

Fig . 9 .

3 for the thin - walled sphere , which shows a circumferential

**tensile**stresslabeled o - po produced by an interior pressure labeled p + po and exterior

pressure labeled po . The results carry over to on , the

**tensile**stress in the shell ofFig . 9 .

Page 443

... 67 on ductility , 85 on modulus of elasticity , 86 on relaxation , 33 on

strength , 85 on yield strength , 84

Tension ...

... 67 on ductility , 85 on modulus of elasticity , 86 on relaxation , 33 on

**tensile**strength , 85 on yield strength , 84

**Tensile**force , 5**Tensile**fracture in torsion , 67**Tensile**strength , 14 , 85 , 429 Tension member , 5 end effects in , 16 , 17Tension ...

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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