## Introduction to Mechanics of Deformable Solids |

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Page 163

It is worth recalling that the special strain requirement is met in

tension or compression of bars of homogeneous isotropic material of any cross

section ; the axial strain is

...

It is worth recalling that the special strain requirement is met in

**uniform**axialtension or compression of bars of homogeneous isotropic material of any cross

section ; the axial strain is

**uniform**, and the transverse strains are the same in all...

Page 356

9 is modified by changing its cross section from round to square and by fixing the

end A against rotation but keeping B as a simple support . P is removed , and a

9 is modified by changing its cross section from round to square and by fixing the

end A against rotation but keeping B as a simple support . P is removed , and a

**uniform**load of q lb / in . is applied over the entire span . If the response is linear ...Page 420

If the columns are linear - elastic , some of the buckling loads can be obtained

from others . For example , P . for the

the

shown ...

If the columns are linear - elastic , some of the buckling loads can be obtained

from others . For example , P . for the

**uniform**cantilever column does give Ph forthe

**uniform**hinged - ended column , and vice versa . The reflected picture ,shown ...

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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