## Introduction to Mechanics of Deformable Solids |

### From inside the book

Results 1-3 of 85

Page 316

... Integration and satisfaction of the boundary condition or = 0 at r = b

200 b In V3 r oc = - ( 1-1 ) ( 13.6 : 11 ) The ... it is worth mentioning that the Tresca

criterion of maximum shear stress

... Integration and satisfaction of the boundary condition or = 0 at r = b

**gives**Or200 b In V3 r oc = - ( 1-1 ) ( 13.6 : 11 ) The ... it is worth mentioning that the Tresca

criterion of maximum shear stress

**gives**essentially the same answer for plane ...Page 382

2 : 1 )

rearranging ... A somewhat more complicated result may

the value of virtual work even in this type of application . Consider the three -

concurrent ...

2 : 1 )

**gives**du ( a + b + c ) = 8100 + 812 ( a + b ) ( 15 . 2 : 2 ) after a littlerearranging ... A somewhat more complicated result may

**give**some insight intothe value of virtual work even in this type of application . Consider the three -

concurrent ...

Page 399

5 : 10 )

17M6 , ( 15 . 5 : 9 )

collapse configuration . Although ( 15 . 5 : 10 )

5 : 10 )

**gives**a smaller go than ( 15 . 5 : 9 ) and so is a better answer . For M6 >17M6 , ( 15 . 5 : 9 )

**gives**the actual limit load , and Fig . 15 . 9a is the correctcollapse configuration . Although ( 15 . 5 : 10 )

**gives**a better answer than ( 15 .### What people are saying - Write a review

We haven't found any reviews in the usual places.

### Other editions - View all

### Common terms and phrases

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