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Titlebook: Elastoplasticity Theory; Koichi Hashiguchi Book 20142nd edition Springer-Verlag Berlin Heidelberg 2014 Constitutive Equation of Friction.C

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樓主: 他剪短
41#
發(fā)表于 2025-3-28 17:35:59 | 只看該作者
Matheus Koengkan,José Alberto Fuinhase stress is removed, leading to macroscopically to the plastic deformation. Then, the one-to-one correspondence between the stress and the strain, i.e. the stress-strain relation does not hold in the elastoplastic deformation process.
42#
發(fā)表于 2025-3-28 21:51:58 | 只看該作者
43#
發(fā)表于 2025-3-29 01:57:09 | 只看該作者
Objectivity, and Objective and Corotational Rate Tensors,formation rule, which is influenced by the rigid-body rotation. Then, instead of the material-time derivative of tensors, particular time-derivatives of tensors obeying the objective transformation rule have to be adopted in constitutive equations.
44#
發(fā)表于 2025-3-29 04:00:00 | 只看該作者
Unconventional Elastoplasticity Model: Subloading Surface Model,loading surface model is the only pertinent model fulfilling the mechanical requirements for elastoplastic constitutive equations. These mechanical requirements are first described and then the subloading surface model is explained in detail.
45#
發(fā)表于 2025-3-29 07:20:53 | 只看該作者
Constitutive Equations of Metals,rtheless, metals exhibit various particular aspects, e.g., the kinematic hardening and the stagnation of isotropic hardening in a cyclic loading. Explicit constitutive equations of metals will be delineated in this chapter, which are based on the general elastoplastic constitutive equations described in the preceding chapters.
46#
發(fā)表于 2025-3-29 14:36:58 | 只看該作者
Viscoplastic Constitutive Equations,tion is delineated, which is capable of describing the smooth elastic-plastic transition and the rate-dependence for the general rate ranging from the quasi-static deformation to the impact loading behavior.
47#
發(fā)表于 2025-3-29 18:40:12 | 只看該作者
48#
發(fā)表于 2025-3-29 23:19:55 | 只看該作者
49#
發(fā)表于 2025-3-30 01:03:51 | 只看該作者
Conservation Laws and Stress Tensors,tensor, the equilibrium equations of force and moment are formulated from the conservation laws. The virtual work principle required for the analyses of boundary value problems are also described in this chapter.
50#
發(fā)表于 2025-3-30 04:02:11 | 只看該作者
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