## Introduction to Mechanics of Deformable Solids |

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Page 98

When one or more of the bars is inelastic , it is not possible ordinarily to express

the current values of the elongations in terms of the current values of the forces .

**Positive**P , and P8 denote tensile force ;**positive**P , denotes compressive force .When one or more of the bars is inelastic , it is not possible ordinarily to express

the current values of the elongations in terms of the current values of the forces .

Page 252

For

shear strain . But for Mohr ' s circle : Try is negative , Tyz is

negative , and Yyz is

For

**positive**directions x , y as shown . ( a )**Positive**shear stress ; ( 6 )**positive**shear strain . But for Mohr ' s circle : Try is negative , Tyz is

**positive**, Yzy isnegative , and Yyz is

**positive**. ( c ) For Mohr ' s circle Yne is negative , Yon is**positive**.Page 373

( Moment of inertia always is

shows the convention and construction of the circle . The product of inertia Ins

associated with the moment of inertia In is the product of inertia for the axes n and

s ...

( Moment of inertia always is

**positive**and so causes no difficulty . ) Figure 14 . 25shows the convention and construction of the circle . The product of inertia Ins

associated with the moment of inertia In is the product of inertia for the axes n and

s ...

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acts actual addition angle answer applied assemblage axial axis beam behavior bending carry circle circular column combined compatibility components compression compressive stress Consider constant creep cross section curve deflection deformation determined diameter dimensions direction displacement effect elastic equal equation 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 response result rotation shear stress shell shown shows simple sketch solution steel strain stress-strain relations structural Suppose surface symmetry temperature tensile tension thickness thin-walled tube twisting uniform viscous yield zero