## Introduction to mechanics of deformable solids |

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Page 55

It requires only that the

between the two remain concentric circles at all times. Absolute angular rotation

is not the significant quantity in the twisting of a tube. This is obvious when the

tube is ...

It requires only that the

**outer**circle, the inner circle, and all concentric circlesbetween the two remain concentric circles at all times. Absolute angular rotation

is not the significant quantity in the twisting of a tube. This is obvious when the

tube is ...

Page 160

TnL Gn(Aarn*) The inner tube, subscript n = 1, and the

need not have the same shear modulus G or area of cross section A. The

condition of deformation TJ. T2L V\ = G^AT? = G^W = ** = coupled with the

equation of ...

TnL Gn(Aarn*) The inner tube, subscript n = 1, and the

**outer**tube, subscript n = 2,need not have the same shear modulus G or area of cross section A. The

condition of deformation TJ. T2L V\ = G^AT? = G^W = ** = coupled with the

equation of ...

Page 187

With subscripts to distinguish between the shells, <ri = <ti + P12 = <r0 = ^( (9.1:38

) for the inner shell 1 and 4 _i_ ~ (P21 — fa i .qoi ff2 = ^2 + pb = <r0 = ^ (9.1:39)

for the

With subscripts to distinguish between the shells, <ri = <ti + P12 = <r0 = ^( (9.1:38

) for the inner shell 1 and 4 _i_ ~ (P21 — fa i .qoi ff2 = ^2 + pb = <r0 = ^ (9.1:39)

for the

**outer**shell 2, where 2<i = 2<2 = 6 — a if both shells are taken to be of ...### What people are saying - Write a review

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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