## Introduction to mechanics of deformable solids |

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... Maxwell idealization 119 Linear Kelvin idealization 120 Four-element model

and mixed models 7.2 Symmetric Plane Assemblage Problems 122 7.3 Pure

Bending of Any Doubly Symmetric Arrangement of Bars 124

... Maxwell idealization 119 Linear Kelvin idealization 120 Four-element model

and mixed models 7.2 Symmetric Plane Assemblage Problems 122 7.3 Pure

Bending of Any Doubly Symmetric Arrangement of Bars 124

**Linear**-**elastic****response**...Page 127

elastic bars produces a response proportional to M. A similar elastic response is

obtained by the abrupt application of M to an assemblage of Maxwell bars, ...

**Linear**-**elastic response**The application of A/, = M to an assemblage of linear-elastic bars produces a response proportional to M. A similar elastic response is

obtained by the abrupt application of M to an assemblage of Maxwell bars, ...

Page 184

With proper interpretation, then, the

gives all the information needed. A linear Maxwell material responds to abrupt

loading in a

a ...

With proper interpretation, then, the

**response**of the system to abrupt loadinggives all the information needed. A linear Maxwell material responds to abrupt

loading in a

**linear**-**elastic**manner first. This problem has already been solved fora ...

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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