## Introduction to Mechanics of Deformable Solids |

### From inside the book

Results 1-3 of 91

Page 6

1 Pure Bending of Plane

Linear - elastic behavior 114 Elastic ... 146 Derivation of beam formulas 147

Elastic - plastic beams 149 Simulation of a beam by an

.

1 Pure Bending of Plane

**Assemblages**of Bars in Tension and Compression 111Linear - elastic behavior 114 Elastic ... 146 Derivation of beam formulas 147

Elastic - plastic beams 149 Simulation of a beam by an

**assemblage**of bars 151 7.

Page 122

13 Relaxation of five - bar composite

element model and mixed models Figure 7 . 11 shows creep and recovery in a

four - element model

...

13 Relaxation of five - bar composite

**assemblage**( see Fig . 7 . 12 ) . Four -element model and mixed models Figure 7 . 11 shows creep and recovery in a

four - element model

**assemblage**, Figs . 7 . 12 and 7 . 13 the behavior of a mixed...

Page 144

These circular arcs are quite different in appearance from the straight bars of the

between the beam and the

long ...

These circular arcs are quite different in appearance from the straight bars of the

**assemblages**we have been considering ... Much of the pictorial differencebetween the beam and the

**assemblage**of bars can be removed by replacing thelong ...

### 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

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