## Introduction to mechanics of deformable solids |

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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

(a) Linear-elastic; (6) nonlinear-elastic; (c) perfectly plastic; (d) linear-work-

hardening. psi for aluminum, 30 X 106 psi for steel, and 200,000 psi for cellulose

acetate (see Appendix). The

Work ...

(a) Linear-elastic; (6) nonlinear-elastic; (c) perfectly plastic; (d) linear-work-

hardening. psi for aluminum, 30 X 106 psi for steel, and 200,000 psi for cellulose

acetate (see Appendix). The

**elongation**of a length of bar L is 8 = (L a PL E AEWork ...

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 ...

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### 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