## Introduction to mechanics of deformable solids |

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Page 215

10.12 Mises ellipse and Tresca hexagon as idealized yield curves for

material (matched in simple tension, point A). proof of completeness of

information from one sector follows from the symmetries about the 45° lines COC

* and DOD' ...

10.12 Mises ellipse and Tresca hexagon as idealized yield curves for

**isotropic**material (matched in simple tension, point A). proof of completeness of

information from one sector follows from the symmetries about the 45° lines COC

* and DOD' ...

Page 265

been studied and the concepts of

1 , the time has come to be more formal. As a first step, the linear relations for

time-independent (linear-elastic) and time-dependent (linear-viscous and ...

been studied and the concepts of

**isotropy**explored much more deeply in Chap. 11 , the time has come to be more formal. As a first step, the linear relations for

time-independent (linear-elastic) and time-dependent (linear-viscous and ...

Page 270

Designating the average coefficient of expansion as a over the range of

temperature change 6 — 60 gives the free expansion of an

ex = ey = «, = a(0 — 60) (12.2:31) "Yxy - "iyt — fa — " or m = a{0 - 6a)tn (12.2:32)

On the ...

Designating the average coefficient of expansion as a over the range of

temperature change 6 — 60 gives the free expansion of an

**isotropic**material asex = ey = «, = a(0 — 60) (12.2:31) "Yxy - "iyt — fa — " or m = a{0 - 6a)tn (12.2:32)

On the ...

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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 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