## Introduction to Mechanics of Deformable Solids |

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Page 83

Therefore , to moderate strains , the plots are the same as 7

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

Therefore , to moderate strains , the plots are the same as 7

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

**versus**top and 27**versus**lyp . This “ exact ” result is related to but is not the ...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 M , M 1 , and M2

80 , 0 , explicitly . 2 . Plot P , and P ,

and unloading . B . For the loading and unloading of an elastic - linear work ...

Plot M , M 1 , and M2

**versus**& as in Fig . 7 . 5 , and find MY , M . , M1 , M2 + , 09 ,80 , 0 , explicitly . 2 . Plot P , and P ,

**versus**M for the complete cycle of loadingand unloading . B . For the loading and unloading of an elastic - linear work ...

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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