## Introduction to Mechanics of Deformable Solids |

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Page 92

Calculations offer little difficulty beyond that of geometry . If the bars are both

linear - elastic , the history of the loading has no influence on their deformation .

The elongation of each is

both ...

Calculations offer little difficulty beyond that of geometry . If the bars are both

linear - elastic , the history of the loading has no influence on their deformation .

The elongation of each is

**determined**by the present value of the force . If one orboth ...

Page 228

Two points are sufficient to

the on axis . ... The pole is

inclination a of the 10 , 000 - psi normal stress on plane 1 , or by the line through

3 ...

Two points are sufficient to

**determine**the circle , because its center must lie onthe on axis . ... The pole is

**determined**by the line through point 1 at the angle ofinclination a of the 10 , 000 - psi normal stress on plane 1 , or by the line through

3 ...

Page 313

5 : 8 ) The ratio of pa to p is

) * 0 ) * * ( 13 . 5 : 9 ) c2 ( 2 + n ) in Pa = 1 + iz la ) ( 13 . 5 : 10 ) P = 1 + 11 ( 0 ) and

the plane - strain solution is complete . Given pa as a boundary condition at r ...

5 : 8 ) The ratio of pa to p is

**determined**from Eqs . ( 13 . 5 : 1 , 8 ) , 2 / n Oc1 ( 1 - 1) * 0 ) * * ( 13 . 5 : 9 ) c2 ( 2 + n ) in Pa = 1 + iz la ) ( 13 . 5 : 10 ) P = 1 + 11 ( 0 ) and

the plane - strain solution is complete . Given pa as a boundary condition at r ...

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acts actual addition angle answer applied assemblage axial axis beam behavior bending carry circle circular column combined compatibility components compression compressive stress Consider constant creep cross section curve deflection deformation determined diameter dimensions direction displacement effect elastic equal equation example Figure Find force given gives homogeneous idealization increase independent 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 response result rotation shear stress shell shown shows simple sketch solution steel strain stress-strain relations structural Suppose surface symmetry temperature tensile tension thickness thin-walled tube twisting uniform unloading versus viscous yield zero