## Introduction to Mechanics of Deformable Solids |

### From inside the book

Results 1-3 of 73

Page 104

the tangent

however , the elastic

stage in the unloading will alter the state of stress ( the forces P , and P2 ) , and

care ...

the tangent

**modulus**Etan instead of Young ' s**modulus**E . Upon unloading ,however , the elastic

**modulus**E again controls . A temperature change at anystage in the unloading will alter the state of stress ( the forces P , and P2 ) , and

care ...

Page 105

Elastic - tube - Maxwell - tube Suppose that tube 1 is linear - elastic , with

E2 and viscous coefficient C2 . Let R be applied abruptly . The viscous response

of ...

Elastic - tube - Maxwell - tube Suppose that tube 1 is linear - elastic , with

**modulus**E1 , and tube 2 is linear - viscoelastic of the Maxwell type , with**modulus**E2 and viscous coefficient C2 . Let R be applied abruptly . The viscous response

of ...

Page 418

The maximum load - carrying capacity of the column does involve stress reversal

and consequently calls a reduced or double

perfectly straight to start , and if the stress - strain curve is of the linear - work ...

The maximum load - carrying capacity of the column does involve stress reversal

and consequently calls a reduced or double

**modulus**into play . If the column isperfectly straight to start , and if the stress - strain curve is of the linear - work ...

### 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