## Introduction to mechanics of deformable solids |

### From inside the book

Results 1-3 of 37

Page 79

Equating summation of forces to zero gives the axial stress aa and the

and the wall thickness tw. The symbol r represents equally well the inside radius r

„ or the ...

Equating summation of forces to zero gives the axial stress aa and the

**circumferential**stress ac in terms of the uniform interior pressure p, the radius r,and the wall thickness tw. The symbol r represents equally well the inside radius r

„ or the ...

Page 80

The picture for the

first glance be mistaken for the uniaxial tension curve. The yield stress or yield

strength will be nearly the same, and the slope in the elastic range as well as the

...

The picture for the

**circumferential**quantities has a familiar shape and might atfirst glance be mistaken for the uniaxial tension curve. The yield stress or yield

strength will be nearly the same, and the slope in the elastic range as well as the

...

Page 258

Each rosette is mounted with one gage in the axial direction and another in the

gage as viewed by the experimenter. One rosette is at the top, one is at the

bottom, ...

Each rosette is mounted with one gage in the axial direction and another in the

**circumferential**direction. The 45° gage is 45° counterclockwise from the axialgage as viewed by the experimenter. One rosette is at the top, one is at the

bottom, ...

### 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