## Introduction to mechanics of deformable solids |

### From inside the book

Results 1-3 of 62

Page 25

If the working load is chosen as 10 tons, it is quite likely that a conservatively

designed crane at the time it is constructed will be able to carry 20 tons without

appreciable

uncertainty ...

If the working load is chosen as 10 tons, it is quite likely that a conservatively

designed crane at the time it is constructed will be able to carry 20 tons without

appreciable

**plastic deformation**. Most structural design involves far greateruncertainty ...

Page 296

Elastic-perfectly plastic (J2 or Mises criterion of yielding) The relations (12.3:13-

17) between stress and strain for an ... In Eqs. (13.2:5), X is positive when

Elastic-perfectly plastic (J2 or Mises criterion of yielding) The relations (12.3:13-

17) between stress and strain for an ... In Eqs. (13.2:5), X is positive when

**plastic****deformation**takes place, dJj = 0 = ${[(<ra — a,) + (fa — O-c)] daa + [(ac — <Tr) + ...Page 308

We shall skip all the important but messy path-dependent details of contained

13.5 and 13.6). At the limit state R*, T* all portions of the cylinder are at yield J2 =

J2Y ...

We shall skip all the important but messy path-dependent details of contained

**plastic deformation**between initial yield and the fully plastic or limit state (Figs.13.5 and 13.6). At the limit state R*, T* all portions of the cylinder are at yield J2 =

J2Y ...

### 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 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 rotation shaft shear strain shear stress shell shown in Fig 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 tion torque torsion uniform unloading versus viscous yield curve yield stress zero