## Introduction to mechanics of deformable solids |

### From inside the book

Results 1-3 of 36

Page 10

The load-

had not taken place. A test at ordinary room temperatures which takes seconds

from start to fracture and one which takes several hours will give remarkably

close ...

The load-

**elongation**curve continues much as it would have done if unloadinghad not taken place. A test at ordinary room temperatures which takes seconds

from start to fracture and one which takes several hours will give remarkably

close ...

Page 16

The

P, P dS = \PS = \(<rA)(eL), is stored as elastic strain energy ^ae per unit of volume

. If end effects can be ignored, L may be taken to be the entire length of the bar ...

The

**elongation**of a length of bar L is X T <j T PL d = eL = EL = AE Work done byP, P dS = \PS = \(<rA)(eL), is stored as elastic strain energy ^ae per unit of volume

. If end effects can be ignored, L may be taken to be the entire length of the bar ...

Page 92

Calculations offer little difficulty beyond that of geometry. If the bars are both

linear-elastic, ' the history of the loading has no influence on their deformation.

The

both of ...

Calculations offer little difficulty beyond that of geometry. If the bars are both

linear-elastic, ' the history of the loading has no influence on their deformation.

The

**elongation**of each is determined by the present value of the force. If one orboth 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