## Introduction to Mechanics of Deformable Solids |

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Page 103

specifications limit the working load Rv to some fraction of the load for first yield ,

RY , say Rv > 1 . 7 Continuation of the loading beyond RY causes continued

stretching of ...

**Figure**6 . 5 shows tube 2 reaching yield first ( point Y ) . Many designspecifications limit the working load Rv to some fraction of the load for first yield ,

RY , say Rv > 1 . 7 Continuation of the loading beyond RY causes continued

stretching of ...

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loading M is followed at any time later by an abrupt unloading M . The unloading

may be looked at as the application of a negative moment M . A negative moment

M ...

**Figure**7 . 8 for a linear Maxwell assemblage is a trivial example . The abruptloading M is followed at any time later by an abrupt unloading M . The unloading

may be looked at as the application of a negative moment M . A negative moment

M ...

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exhibited on the circle through the determination of the point labeled as the pole

for normals . Stress points 1 , 3 , i , and ( 0z , — Try ) appear in ( c ) just as they do

in ...

**Figure**11 . 11c demonstrates how directions on the actual**figure**( a ) can beexhibited on the circle through the determination of the point labeled as the pole

for normals . Stress points 1 , 3 , i , and ( 0z , — Try ) appear in ( c ) just as they do

in ...

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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