## Introduction to mechanics of deformable solids |

### From inside the book

Results 1-3 of 45

Page viii

6.6 Statically Indeterminate Problems 106 7.1

Assemblages of Bars in Tension and Compression 111 Linear-elastic behavior

114 Elastic — perfectly plastic idealization 115 Linear — work-hardening

idealization 117 ...

6.6 Statically Indeterminate Problems 106 7.1

**Pure Bending**of PlaneAssemblages of Bars in Tension and Compression 111 Linear-elastic behavior

114 Elastic — perfectly plastic idealization 115 Linear — work-hardening

idealization 117 ...

Page 111

7.1 /

COMPRESSION A brief look at the development so far shows that but a bare

beginning has been made in the attack on the general problem of the prismatic or

...

7.1 /

**PURE BENDING**OF PLANE ASSEMBLAGES OF BARS IN TENSION ANDCOMPRESSION A brief look at the development so far shows that but a bare

beginning has been made in the attack on the general problem of the prismatic or

...

Page 152

All bars of the 13-bar assemblage are 1 in.4 except for the corner bars, which are

^ in.2 (Actual beam A = 11 in.2) 7.8 / PROBLEMS OF ACTUAL BEAMS IN

All bars of the 13-bar assemblage are 1 in.4 except for the corner bars, which are

^ in.2 (Actual beam A = 11 in.2) 7.8 / PROBLEMS OF ACTUAL BEAMS IN

**PURE****BENDING**OR ENFORCED ROTATION 7.20 Consider a beam of uniform cross ...### 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

applied assemblage axial force beam behavior centroid circumferential column compatibility components of stress conditions of deformation constant creep cross section cylinder deflection diameter direction displacement elastic-perfectly plastic elongation equations of equilibrium factor of safety free-body sketch fully plastic homogeneous idealization increase inelastic initial interior pressure isotropic Kelvin Kelvin material limit linear Maxwell linear-elastic response linear-viscoelastic linear-viscous load maximum Maxwell material modulus Mohr's circle neutral axis nonlinear nonlinear-viscous normal stress outer perfectly plastic perpendicular plane plastic deformation plastic-limit Poisson's ratio principal stresses Prob problem pure bending radial radius ratio rectangular residual stress rigid end plates rotation shaft shear strain shear stress shell simple shear solution statically statically determinate steel stress and strain stress-strain curve stress-strain relations Suppose surface symmetry temperature tensile stress thick-walled sphere thickness time-dependent torque torsion uniform unloading versus viscous yield curve yield stress zero