## Introduction to Mechanics of Deformable Solids |

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Page 194

3 : 17 ) a3 + b3 Pa 2v Therefore a compressive

required to prevent relative

constraint w = 0 is dropped and an additional external

the ...

3 : 17 ) a3 + b3 Pa 2v Therefore a compressive

**axial**force of F - ( Pi + P2 ) isrequired to prevent relative

**axial**motion w of the end plates of Fig . 9 . 11 . If theconstraint w = 0 is dropped and an additional external

**axial**force R is applied tothe ...

Page 207

stated in Sec . 4 . 2 , the most suitable type of test specimen is one in which

relatively simple measurements of deformation give the strains and in which the

stresses ...

**Axial**symmetry leads to static determinacy . material behavior comes first . Asstated in Sec . 4 . 2 , the most suitable type of test specimen is one in which

relatively simple measurements of deformation give the strains and in which the

stresses ...

Page 208

The total stress is always just the sum of the stresses which would be caused by

each load acting alone and so is determined by the loads without reference to the

properties of the material other than the homogeneity associated with

The total stress is always just the sum of the stresses which would be caused by

each load acting alone and so is determined by the loads without reference to the

properties of the material other than the homogeneity associated with

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acting actual addition angle answer applied approximation assemblage axial force axis beam behavior bending circle circular column combined compatibility components compression compressive stress Consider constant creep cross section curve deflection deformation determined direction displacement effect elastic equal equation equations of equilibrium example Find force given gives homogeneous idealization increase initial interior isotropic length limit linear linear-elastic load material maximum Maxwell modulus moment nonlinear normal obtained 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 solved statically steel strain stress-strain relations structural substitution Suppose surface symmetry temperature tensile tension tion tube twisting uniform virtual viscous yield zero