## Introduction to mechanics of deformable solids |

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Page 255

At a free

called z, y,x = yx, = 0, y,y = yy, = 0, but u ^ 0 in general. The picture in the xy plane

then does not differ at all from Fig. 11.29. Principal values obtained from Mohr's ...

At a free

**surface**of a body of isotropic material, if the normal to the**surface**iscalled z, y,x = yx, = 0, y,y = yy, = 0, but u ^ 0 in general. The picture in the xy plane

then does not differ at all from Fig. 11.29. Principal values obtained from Mohr's ...

Page 280

of any line segment joining two points on a curve or

or inside the curve or

of constant / at any point Xi is a vector N perpendicular to the tangent line or ...

of any line segment joining two points on a curve or

**surface**of constant / lies onor inside the curve or

**surface**. The outward-pointing normal to a curve or**surface**of constant / at any point Xi is a vector N perpendicular to the tangent line or ...

Page 284

Direction of a/' or «,/' or ddj" determines aa for the elastic, viscous, and plastic

cases, respectively, when the curve or

turning tangent. (a) Elastic; (6) viscous; (c) plastic; (d) "Normality" at a corner. This

is ...

Direction of a/' or «,/' or ddj" determines aa for the elastic, viscous, and plastic

cases, respectively, when the curve or

**surface**is known and has a continuouslyturning tangent. (a) Elastic; (6) viscous; (c) plastic; (d) "Normality" at a corner. This

is ...

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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