## Introduction to Mechanics of Deformable Solids |

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Page 101

In the absence of external force , R = 0 , a temperature increase 0c alone will

cause forces Pi , and Pso given by the equations Pie + Pio = 0 equilibrium Piel

deformation condition or geometric

a2lo ...

In the absence of external force , R = 0 , a temperature increase 0c alone will

cause forces Pi , and Pso given by the equations Pie + Pio = 0 equilibrium Piel

deformation condition or geometric

**compatibility**so that hotel tailo . = 5200 AE . +a2lo ...

Page 177

By this time , the steps taken to solve a statics problem in the mechanics of

deformable solids are a well - established routine . The equations of equilibrium ,

the conditions of deformation or

must be ...

By this time , the steps taken to solve a statics problem in the mechanics of

deformable solids are a well - established routine . The equations of equilibrium ,

the conditions of deformation or

**compatibility**, and the stress - strain relationsmust be ...

Page 202

Suppose that a particular set of values é ' , de ' / dt , o ' , do ' / dt , M ' , dM ' / dt , . . .

satisfies equilibrium ,

for one loading of a body and that another solution for the same body under a ...

Suppose that a particular set of values é ' , de ' / dt , o ' , do ' / dt , M ' , dM ' / dt , . . .

satisfies equilibrium ,

**compatibility**, and the stress - strain relations everywherefor one loading of a body and that another solution for the same body under a ...

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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