## Introduction to mechanics of deformable solids |

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Page 109

What is the maximum value of Fc (

without going through the step-by-step process? 3. What is the allowable load

Fcc based upon a factor <r0/<rau of 1.7 against first yielding in any bar? 4. What

is ...

What is the maximum value of Fc (

**plastic**-**limit**load)? How could it be calculatedwithout going through the step-by-step process? 3. What is the allowable load

Fcc based upon a factor <r0/<rau of 1.7 against first yielding in any bar? 4. What

is ...

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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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