## Introduction to mechanics of deformable solids |

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Page viii

6.6 Statically Indeterminate Problems 106 chapter 7 Beams in pure bending Hi

115 117 122 7.1 Pure Bending of Plane Assemblages of Bars in Tension and

Compression 111 Linear-elastic behaoior 114 Elastic —

idealization ...

6.6 Statically Indeterminate Problems 106 chapter 7 Beams in pure bending Hi

115 117 122 7.1 Pure Bending of Plane Assemblages of Bars in Tension and

Compression 111 Linear-elastic behaoior 114 Elastic —

**perfectly plastic**idealization ...

Page 115

7.5 Elastic-

M{ Mi = ^ A/0 Mo = f <ro.4A When il/ is removed, the stresses, strains, forces,

elongations, and rotations return to zero, for they started from zero and elastic ...

7.5 Elastic-

**perfectly plastic**assemblage of five equal bars (Fig. 7.2). M* = %<r0AhM{ Mi = ^ A/0 Mo = f <ro.4A When il/ is removed, the stresses, strains, forces,

elongations, and rotations return to zero, for they started from zero and elastic ...

Page 177

Limit pressure (elastic-

require simultaneous consideration of equilibrium, compatibility, and stress-

strain relations. Statically determinate problems (Sec. 6.2) are obvious examples

in ...

Limit pressure (elastic-

**perfectly plastic**material) However, not all problems dorequire simultaneous consideration of equilibrium, compatibility, and stress-

strain relations. Statically determinate problems (Sec. 6.2) are obvious examples

in ...

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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