## Introduction to mechanics of deformable solids |

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Page 11

2.2

amount S. If the original bar could be split in two longitudinally, each half would

carry P/2. The significant force quantity, then, is not the load P but rather the

tensile ...

2.2

**Stress**-**strain curve**. < Fig. 2.3 Lateral strain. P, would elongate the sameamount S. If the original bar could be split in two longitudinally, each half would

carry P/2. The significant force quantity, then, is not the load P but rather the

tensile ...

Page 19

Unloading follows a quite different path (an elastic path) from loading so that

stress no longer determines strain uniquely. The history of the ... When the

idealization is applied to a

structural ...

Unloading follows a quite different path (an elastic path) from loading so that

stress no longer determines strain uniquely. The history of the ... When the

idealization is applied to a

**stress**-**strain curve**of the type shown in Fig. 2.8 for astructural ...

Page 20

When the state of stress is at D or D' and the stress is increased by da, both

elastic strains dt' and plastic strains dtv occur, j da , . , , da , da d«ia< = — y dt« —

£ dtv The composite tangent modulus E<nn, or slope of the

When the state of stress is at D or D' and the stress is increased by da, both

elastic strains dt' and plastic strains dtv occur, j da , . , , da , da d«ia< = — y dt« —

£ dtv The composite tangent modulus E<nn, or slope of the

**stress**-**strain curve**, ...### What people are saying - Write a review

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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 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