## Introduction to Mechanics of Deformable Solids |

### From inside the book

Results 1-3 of 69

Page 69

strength is less than half the crushing strength but is greater than the

strength . Blackboard chalk exhibits this behavior , but it is in the form of a solid

bar and not a tube . Borrow a piece from the instructor , and twist it to see the

spiral ...

strength is less than half the crushing strength but is greater than the

**tensile**strength . Blackboard chalk exhibits this behavior , but it is in the form of a solid

bar and not a tube . Borrow a piece from the instructor , and twist it to see the

spiral ...

Page 175

3 for the thin - walled sphere , which shows a circumferential

labeled o – po produced by an interior pressure labeled p + po and exterior

pressure labeled po . The results carry over to re , the

Fig . 9 .

3 for the thin - walled sphere , which shows a circumferential

**tensile**stresslabeled o – po produced by an interior pressure labeled p + po and exterior

pressure labeled po . The results carry over to re , the

**tensile**stress in the shell ofFig . 9 .

Page 443

... 67 on ductility , 85 on modulus of elasticity , 86 on relaxation , 33 on

strength , 85 on yield strength , 84

Tension ...

... 67 on ductility , 85 on modulus of elasticity , 86 on relaxation , 33 on

**tensile**strength , 85 on yield strength , 84

**Tensile**force , 5**Tensile**fracture in torsion , 67**Tensile**strength , 14 , 85 , 429 Tension member , 5 end effects in , 16 , 17Tension ...

### 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

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