## Introduction to mechanics of deformable solids |

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Page 212

Yield points must lie inside shaded regions or on the bounding secants or chords

. shading in

curve of

Yield points must lie inside shaded regions or on the bounding secants or chords

. shading in

**Fig**. 10.8. The intersection with the <ra-r plane (<rc = 0) is the yieldcurve of

**Fig**. 10.7a, which also is**shown**shaded in quarter section in**Fig**.Page 334

the direction of rotation at the plastic hinge. ... As

and moment diagrams of M versus x, the bending moment at each cross section

can ...

**Fig**. 14.6 Overhanging beam. replaced by M = A/0 or — M0 in accordance withthe direction of rotation at the plastic hinge. ... As

**shown**by free-body sketchesand moment diagrams of M versus x, the bending moment at each cross section

can ...

Page 420

16.5 / OTHER END CONDITIONS Li near -elastic columns A fixed-ended column

of length L\ is

and hinged at the other) of length L2 is drawn in Fig. 16.76, and a continuous ...

16.5 / OTHER END CONDITIONS Li near -elastic columns A fixed-ended column

of length L\ is

**shown in Fig**. 16.3c, a propped cantilever column (fixed at one endand hinged at the other) of length L2 is drawn in Fig. 16.76, and a continuous ...

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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