## Introduction to Mechanics of Deformable Solids |

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Page 19

Often problems can be

appropriate value inserted after the solution is obtained . Of course , this kind of

consideration does not really arise in the problem of the bar in simple tension but

will come ...

Often problems can be

**solved**with an unspecified value of oo and theappropriate value inserted after the solution is obtained . Of course , this kind of

consideration does not really arise in the problem of the bar in simple tension but

will come ...

Page 194

If the constraint w = 0 is dropped and an additional external axial force R is

applied to the assemblage , the problem can be

response either by adding the known effect of the axial force alone ( R / A or as in

Sec .

If the constraint w = 0 is dropped and an additional external axial force R is

applied to the assemblage , the problem can be

**solved**for linear - elasticresponse either by adding the known effect of the axial force alone ( R / A or as in

Sec .

Page 346

Their purpose is to show how more complex and unsolved problems can be

more convincing demonstration . If not convincing , it is at least more realistic

because it ...

Their purpose is to show how more complex and unsolved problems can be

**solved**by superposition with relatively little effort . Figure 14.13 may provide amore convincing demonstration . If not convincing , it is at least more realistic

because it ...

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### Common terms and phrases

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