## 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 126

M . = – Pryn M = E ( - Pryn ) Rigid ( P , is drawn as a

follow the customary sign convention . ) The minus sign indicates that

tensile forces at

M . = – Pryn M = E ( - Pryn ) Rigid ( P , is drawn as a

**positive**, or tensile , force tofollow the customary sign convention . ) The minus sign indicates that

**positive**ortensile forces at

**positive**y would correspond to the application of a clockwise or ...Page 252

For

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

negative , and Yuz is

For

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

**positive**, Yzy isnegative , and Yuz is

**positive**. ( c ) For Mohr ' s circle Yns is negative , Yon is**positive**.### What people are saying - Write a review

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