## Introduction to mechanics of deformable solids |

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Page 397

For an elastic-perfectly plastic material, MD must be less than the

moment M0. Consequently FA* < M0A*(a + b)/ab, and (15.5:6) places an upper

bound on the

of ...

For an elastic-perfectly plastic material, MD must be less than the

**plastic**-**limit**moment M0. Consequently FA* < M0A*(a + b)/ab, and (15.5:6) places an upper

bound on the

**plastic**-**limit**load F0. F0<M0a-^- (15.5:7) ab This is a special caseof ...

Page 438

... time-independent, 16 (See also under Elastic , Plastic ; Rigid- plastic

idealization, Work- hardening) Imperfect column, ... 18 plastic, 20 viscoelastic, 44

viscous, 44 Lateral strain, 10, 11, 44, 429 Limit curve (see

Limit load ...

... time-independent, 16 (See also under Elastic , Plastic ; Rigid- plastic

idealization, Work- hardening) Imperfect column, ... 18 plastic, 20 viscoelastic, 44

viscous, 44 Lateral strain, 10, 11, 44, 429 Limit curve (see

**Plastic**-**limit**curve)Limit load ...

Page 440

... 233-235 Plastic buckling (see Buckling load) Plastic collapse load, 25 (See

also

hinge location, 333, 398

beams, ...

... 233-235 Plastic buckling (see Buckling load) Plastic collapse load, 25 (See

also

**Plastic**-**limit**load) Plastic deformation, 9, 10 contained, 182, 306 Plastichinge location, 333, 398

**Plastic**-**limit**curve, 306, 307, 31 1**Plastic**-**limit**load, 92beams, ...

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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