## Introduction to Mechanics of Deformable Solids |

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Page 126

The methods of solution employing generalized stress and strain and those

employing

definitions ( 7 . 3 : 6 ) and Pn = OnAn ( 7 . 3 : 7 ) along with the corresponding

steps in the ...

The methods of solution employing generalized stress and strain and those

employing

**actual**stress and strain are in essence the same . It is true that thedefinitions ( 7 . 3 : 6 ) and Pn = OnAn ( 7 . 3 : 7 ) along with the corresponding

steps in the ...

Page 152

(

BENDING OR ENFORCED ROTATION 7 . 20 Consider a beam of uniform cross

section which is symmetric about the xy plane but not the xz plane . A pure

bending ...

(

**Actual**beam A = 11 in . ) 7 . 8 / PROBLEMS OF**ACTUAL**BEAMS IN PUREBENDING OR ENFORCED ROTATION 7 . 20 Consider a beam of uniform cross

section which is symmetric about the xy plane but not the xz plane . A pure

bending ...

Page 389

When the displacements and strains of the

example , may depend upon N , M „ , M , , and T in combination . Linear - elastic

systems are decoupled to the extent that each component of strain is at most a ...

When the displacements and strains of the

**actual**system are considered , 8 , forexample , may depend upon N , M „ , M , , and T in combination . Linear - elastic

systems are decoupled to the extent that each component of strain is at most a ...

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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