## Introduction to mechanics of deformable solids |

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Page 34

Figure 3.6 plots a few typical examples, including the intermediate case of partial

recovery. The possible and the actual complexity of

under arbitrary general stress or strain history and any combination of the two is ...

Figure 3.6 plots a few typical examples, including the intermediate case of partial

recovery. The possible and the actual complexity of

**time**-**dependent**behaviorunder arbitrary general stress or strain history and any combination of the two is ...

Page 44

In compression, the

structural materials is very much the same as described for tension. Unless

explicitly stated otherwise, the stress-strain formulations and the values of the

material ...

In compression, the

**time**-**dependent**behavior in the small-strain range of moststructural materials is very much the same as described for tension. Unless

explicitly stated otherwise, the stress-strain formulations and the values of the

material ...

Page 184

Daniel Charles Drucker.

increase the conceptual difficulty if the materials are linear. Linearity permits

superposition of solutions with appropriate adjustment of the origin of the time

scale.

Daniel Charles Drucker.

**Time**-**dependent**materials**Time dependence**does notincrease the conceptual difficulty if the materials are linear. Linearity permits

superposition of solutions with appropriate adjustment of the origin of the time

scale.

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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