## Introduction to mechanics of deformable solids |

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Page 39

<1 EkU > Kelvin model At time t = 0, (a = <n and) e = 0. Therefore B = —a-i/Ek,

and the Kelvin creep curve for abrupt loading is given by e = IL (i _ rft/wi) This

expression checks the intuitive feeling that in a

spring the ...

<1 EkU > Kelvin model At time t = 0, (a = <n and) e = 0. Therefore B = —a-i/Ek,

and the Kelvin creep curve for abrupt loading is given by e = IL (i _ rft/wi) This

expression checks the intuitive feeling that in a

**Kelvin material**the stiffer thespring the ...

Page 46

Sketch the variation of stress with time for each material assigned. 3.4 A timer is

proposed as an alarm clock for 8 hr sleep. It is to consist of a hanging wire of

sleep ...

Sketch the variation of stress with time for each material assigned. 3.4 A timer is

proposed as an alarm clock for 8 hr sleep. It is to consist of a hanging wire of

**Kelvin material**on which an appropriate weight is attached just before going tosleep ...

Page 197

Correspondingly, aa is a constant (9.3:23, 18), Linear-viscous and linear-

viscoelastic materials The solution for the homogeneous isotropic linear-elastic ...

It is obvious also for the initial (linear- viscous) response of a

Strong ...

Correspondingly, aa is a constant (9.3:23, 18), Linear-viscous and linear-

viscoelastic materials The solution for the homogeneous isotropic linear-elastic ...

It is obvious also for the initial (linear- viscous) response of a

**Kelvin material**.Strong ...

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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