## Introduction to mechanics of deformable solids |

### From inside the book

Results 1-3 of 27

Page 49

A /cos /3. arrow really represents a uniform distribution of force per unit area on a

plane which is perpendicular to the paper. The determination of the values of a ...

**Free**-**body sketches**(a) and (6) show the forces on the planes of cut, areas A andA /cos /3. arrow really represents a uniform distribution of force per unit area on a

plane which is perpendicular to the paper. The determination of the values of a ...

Page 91

Static determinacy is thus a very special situation but one which is chosen often

by designers because of its simplicity. For the two bars in series (Fig. 6.1a), it is

clear from the

...

Static determinacy is thus a very special situation but one which is chosen often

by designers because of its simplicity. For the two bars in series (Fig. 6.1a), it is

clear from the

**free**-**body sketches**and summation of forces vertically set equal to...

Page 334

The beams of Figs. 14.3 to 14.8 are statically determinate. Reactions, shear

forces, and bending moments are determined by considerations of equilibrium

alone in a problem of statics. As shown by

diagrams of ...

The beams of Figs. 14.3 to 14.8 are statically determinate. Reactions, shear

forces, and bending moments are determined by considerations of equilibrium

alone in a problem of statics. As shown by

**free**-**body sketches**and momentdiagrams of ...

### 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

angle applied assemblage axial force beam behavior cantilever centroid circumferential column compatibility components of stress constant creep cross section cylinder dashpot deflection diameter direction displacement elastic-perfectly plastic elongation equation of virtual equations of equilibrium factor of safety free-body sketch 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 principal stresses Prob problem pure bending radial radius ratio rotation shaft shear center shear strain shear stress shell shown in Fig simple shear solution statically statically determinate steel strain rate stress and strain stress-strain curve stress-strain relations Suppose surface symmetry temperature tensile stress thick-walled thickness time-dependent torsion twisting uniform unloading versus viscous yield curve yield stress zero