## Introduction to Mechanics of Deformable Solids |

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Page 83

Therefore , to moderate strains , the plots are the same as t

dt ) for the twisted tube . Doubling of the stress scale gives the equivalence of 0c

...

Therefore , to moderate strains , the plots are the same as t

**versus**žyp or i ( dy " /dt ) for the twisted tube . Doubling of the stress scale gives the equivalence of 0c

**versus**EP and 27**versus**žy . This “ exact ” result is related to but is not the same...

Page 108

Draw careful sketches , labeling all slopes and critical values , for the force in

each bar

displacement of its point of application B . Bar 1 Bar 2 Bar 3 30 , 000 , 000 30 ,

000 10 ...

Draw careful sketches , labeling all slopes and critical values , for the force in

each bar

**versus**FB . Also draw a careful sketch for Fb**versus**the downwarddisplacement of its point of application B . Bar 1 Bar 2 Bar 3 30 , 000 , 000 30 ,

000 10 ...

Page 122

Plot Pı and P ,

the loading and unloading of an elastic - linear work - hardening idealization with

Etan = E / 20 ( see Fig . 7 . 7 ) : 1 . Plot ( approximately to scale ) M , M1 , and M2

...

Plot Pı and P ,

**versus**M for the complete cycle of loading and unloading . B . Forthe loading and unloading of an elastic - linear work - hardening idealization with

Etan = E / 20 ( see Fig . 7 . 7 ) : 1 . Plot ( approximately to scale ) M , M1 , and M2

...

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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