## Introduction to Mechanics of Deformable Solids |

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Page 25

A

2 is not unreasonable for quasi - static loading . The corresponding factor of

safety against brittle fracture might well exceed 5 , while ensuring against

excessive ...

A

**ratio**of failure , or plastic collapse load , to working load in the neighborhood of2 is not unreasonable for quasi - static loading . The corresponding factor of

safety against brittle fracture might well exceed 5 , while ensuring against

excessive ...

Page 299

Once the stress

equilibrium ( 13 . ... Furthermore , although the rates of twist , elongation , and

strain for a nonlinear material also remain in constant

mn times as ...

Once the stress

**ratios**T1 / T2 and Onl / oa2 are found , the equations ofequilibrium ( 13 . ... Furthermore , although the rates of twist , elongation , and

strain for a nonlinear material also remain in constant

**ratio**, they are not m butmn times as ...

Page 305

However , the individual

2 ( 1 + v ) / 3 which differs from unity ... When y and 8 are increased in

stress points representing ( R , T / b ) , ( N1 , T1 / b ) , ( N 2 , T 2 / 6 ) move out on ...

However , the individual

**ratios**T1 / 0al and 72 / 092 are each changed by a factor2 ( 1 + v ) / 3 which differs from unity ... When y and 8 are increased in

**ratio**, thestress points representing ( R , T / b ) , ( N1 , T1 / b ) , ( N 2 , T 2 / 6 ) move out on ...

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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