## Introduction to Mechanics of Deformable Solids |

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Page 20

A slender bar in

simply to

which are similar to those sketched in Fig . 2 . 96 for tension will affect the entire

length ...

A slender bar in

**compression**will tend to buckle , i . e . , to bend rather thansimply to

**compress**. If the bar is made very short to avoid buckling , end effectswhich are similar to those sketched in Fig . 2 . 96 for tension will affect the entire

length ...

Page 22

Modulus of elasticity and Poisson ' s ratio have the same value for tension and

idealizations of material behavior in

Modulus of elasticity and Poisson ' s ratio have the same value for tension and

**compression**. Quite independently of this point , Figs . 2 . 8 and 2 . 10 representidealizations of material behavior in

**compression**if o and e are interpreted as ...Page 77

4 Hydrostatic pressure can change equal biaxial tension to uniaxial

on the perpendicular plane . alone has a creep rate de / dt , it will have the same

creep rate with the addition of po = o . Addition of this hydrostatic pressure ...

4 Hydrostatic pressure can change equal biaxial tension to uniaxial

**compression**on the perpendicular plane . alone has a creep rate de / dt , it will have the same

creep rate with the addition of po = o . Addition of this hydrostatic pressure ...

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actual addition angle answer applied assemblage axes axial axis beam behavior bending circle circular column combined compatibility components compression compressive stress 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 versus viscous yield zero