Skip to main content

2017 | Buch

Foundations of Elastoplasticity: Subloading Surface Model

insite
SUCHEN

Über dieses Buch

This book is the standard text book of elastoplasticity in which the elastoplasticity theory is comprehensively described from the conventional theory for the monotonic loading to the unconventional theory for the cyclic loading behavior. Explanations of vector-tensor analysis and continuum mechanics are provided first as a foundation for elastoplasticity theory, covering various strain and stress measures and their rates with their objectivities.

Elastoplasticity has been highly developed by the creation and formulation of the subloading surface model which is the unified fundamental law for irreversible mechanical phenomena in solids. The assumption that the interior of the yield surface is an elastic domain is excluded in order to describe the plastic strain rate due to the rate of stress inside the yield surface in this model aiming at the prediction of cyclic loading behavior, although the yield surface enclosing the elastic domain is assumed in all the elastoplastic models other than the subloading surface model. Then, the plastic strain rate develops continuously as the stress approaches the yield surface, providing the advantages: 1) The tangent modulus changes continuously, 2) The yield judgment whether the stress reaches the yield surface is not required, 3) The stress is automatically attracted to the yield surface even when it goes out from the yield surface by large loading increments in numerical calculation and 4) The finite strain theory based on the multiplicative decomposition of deformation gradient tensor is formulated exactly. Consequently, the monotonic, the cyclic, the non-proportional loading behaviors for wide classes of materials including soils, rocks and concretes in addition to metals can be described rigorously by the subloading surface model.

Further, the viscoplastic constitutive equations in a general rate from the quasi-static to the impact loadings are described, and constitutive equations of friction behavior and its application to the prediction of stick-slip phenomena, etc. are also described in detail. In addition, the return-mapping algorithm, the consistent tangent modulus, etc. are explained for the numerical analyses. Further, the damage, the phase-transformation and the crystal plasticity models are also described in brief. All of them are based on the subloading surface model. The elastoplasticity analysis will be advanced steadily based on the subloading surface model.

Inhaltsverzeichnis

Frontmatter
Chapter 1. Vector and Tensor Analysis
Abstract
Physical quantities appearing in continuum mechanics are mathematically expressed by tensors because they possess not only magnitudes but also directions in multi-dimensional space. Therefore, their relations are described by tensor equations. Before the explanation on the main theme of this book, i.e. elastoplasticity theory, the mathematical properties of tensors and mathematical rules on tensor operations are explained on the level necessary to understand elastoplasticity theory. The orthogonal Cartesian coordinate system is in this book except for chapters 12 and some parts in chapters 4 and 21. A further advanced mathematics of tensors in the embedded curvilinear coordinate system is referred to Hashiguchi and Yamakawa (2012).
Koichi Hashiguchi
Chapter 2. Motion and Strain (Rate)
Abstract
The tensor analysis providing the mathematical foundation for the continuum mechanics is described in Chap. 1.
Koichi Hashiguchi
Chapter 3. Stress Tensors and Conservation Laws
Abstract
Conservation laws of mass, momentum, angular momentum, etc. must be fulfilled during a deformation. These laws are described first in detail. Then, the Cauchy stress tensor is defined and further, based on it, various stress tensors are derived from the Cauchy stress tensor. Introducing the stress 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 (cf. Hashiguchi 2013).
Koichi Hashiguchi
Chapter 4. Objectivity and Objective (Rate) Tensors
Abstract
Constitutive property of material is independent of observers. Therefore, constitutive equation has to be described by variables obeying the common objective transformation rule.
Koichi Hashiguchi
Chapter 5. Elastic Constitutive Equations
Abstract
Elastic deformation is induced by the reversible deformation of material particles themselves without a mutual slip between them.
Koichi Hashiguchi
Chapter 6. Basic Formulations for Elastoplastic Constitutive Equations
Abstract
Elastic deformation is induced microscopically by the elastic deformations of the material particles themselves, exhibiting a one-to-one correspondence to the stress as described in Chap. 4.
Koichi Hashiguchi
Chapter 7. Unconventional Elastoplasticity Model: Subloading Surface Model
Abstract
Elastoplastic constitutive equations with the yield surface enclosing the elastic domain possess many limitations in the description of elastoplastic deformation, as explained in the last chapter.
Koichi Hashiguchi
Chapter 8. Cyclic Plasticity Models: Critical Reviews and Assessments
Abstract
Accurate description of plastic deformation induced during a cyclic loading process is required for the mechanical design of machinery subjected to vibration and buildings and soil structures subjected to earthquakes since the middle of the last century.
Koichi Hashiguchi
Chapter 9. Extended Subloading Surface Model
Abstract
As was deliberated in Chap. 8, it can be presumed that only the extended subloading surface model is capable of describing the general loading behavior of materials appropriately. The explicit formulation of the extended model is shown in this chapter.
Koichi Hashiguchi
Chapter 10. Constitutive Equations of Metals
Abstract
The plasticity theory has highly developed through the prediction of deformation of metals up to date.
Koichi Hashiguchi
Chapter 11. Constitutive Equations of Soils
Abstract
The history of plasticity started in the study of deformation behavior of soils by Coulomb (1773) when he proposed the yield condition of soils by applying the friction law proposed by himself. Thereafter, the soil plasticity was superseded the leadership by the metal plasticity. One of the reasons would be caused by the fact that soils exhibit various complex plastic deformation behaviors, e.g., the pressure-dependence, the plastic compressibility, the dependence on the third invariant of deviatoric stress, the softening and the rotational hardening.
Koichi Hashiguchi
Chapter 12. Multiplicative Elastoplasticity: Subloading Finite Strain Theory
Abstract
The subloading surface model was formulated in the Chaps. 611 within the frameworks of the finite hypoelastic-based plasticity in detail and of the infinitesimal hyperelastic-based plasticity (Sect. 6.​9) in brief. Finite deformation and rotation cannot be described in the exact sense by these formulations. The multiplicative elastoplastic constitutive equation will be formulated for the subloading surface model with the translation of the elastic-core, although the multiplicative constitutive equation for the initial subloading surface model, in which the elastic-core is fixed in the back stress point, was formulated in an immature form by Hashiguchi and Yamakawa (2012). One must formulate the constitutive equation possessing the generality and the universality to be inherited eternally, while any unconventional model, i.e. cyclic plasticity model other than the subloading surface model has not been extended to the multiplicative finite strain theory. The exact formulation of the multiplicative finite strain theory based on the extended subloading surface model has been attained by Hashiguchi (2016a, b, c, d), which will be explained in detail in this chapter.
Koichi Hashiguchi
Chapter 13. Viscoplastic Constitutive Equations
Abstract
Plastic deformations of solids depend on the rate of loading or deformation, exhibiting the time-dependence or rate-dependence in general, which is called the viscoplastic deformation. Constitutive equations for the viscoplastic deformation is described in this chapter.
Koichi Hashiguchi
Chapter 14. Damage Model
Abstract
The elastic even deformation due to the deformation of material particles themselves is induced even when the stress is low, the elastoplastic deformation due to the slips between material particles (dislocations of crystal lattices in case of metals and slips between soils particles in soils) is induced when the stress increases up to a certain stress (yield stress) and the damage due to the separations of material particles is induced when the stress further increases. The phenomenological formulation of the deformation up to the failure induced in the damage process within the framework of the continuum mechanics is called the continuum damage mechanics.
Koichi Hashiguchi
Chapter 15. Plasticity for Phase Transformation
Abstract
The phase transformation analysis is of importance for the thermo-mechanical treatment of metals. The elastoplastic constitutive equation with the phase transformation has been developed by Inoue and Raniecki (J. Mech. Phys. Solids 26:187–212, 1978), Inoue et al. (Key Eng. Mater. 340–341:1061–1066, 2007), Rohde and Jeppsson (Scandinavian J. Metallurgy 29:47–62, 2000), Okamura, K. and Kawashima, H. (Netu-shori (Heat Treatment) 28:141–148, 1988a; Proc. 32nd Japan Congr. Mater. Res. 323–329, 1988b), Okamura et al. (Proc. 3rd Asian Conf. Heat Treat. Mater. 353–355, 2005), Okamura (Proc. Japan Inst. Metals Mater. and Iron Steel Inst., Japan, Kyushu-branch,1–12, 2006a; J. Soc. Mater. Sci. Japan, 55:529–535, 2006b), etc. However, the existing formulation falls within the framework of the conventional plasticity assuming the yield surface enclosing a purely-elastic domain. Therefore, it requires the yield judgment whether or not the stress reaches the yield surface and the operation to pull-back the stress to the yield surface in the plastic loading process.
Koichi Hashiguchi
Chapter 16. Corotational Rate Tensor
Abstract
It was studied in Chap. 4 that the material-time derivatives of state variables, e.g. stress and internal variables in elastoplasticity do not possess the objectivity and thus, instead of them, we must adopt their objective time-derivatives. The responses of simple constitutive equations introducing corotational rates with various spins including the plastic spin will be examined in this chapter.
Koichi Hashiguchi
Chapter 17. Localization of Deformation
Abstract
Even if material is subjected to a homogeneous stress, the deformation concentrates in a quite narrow strip zone as the deformation becomes large and finally the material results in failure. Such a concentration of deformation is called the localization of deformation and the strip zone is called the shear band. The shear band thickness is the order of several microns in metals and ten and several times of particle diameter in soils. Therefore, a large shear deformation inside the shear band is hardly reflected in the change of external appearance of the whole body, although the stress is estimated by the external load and the outer appearance of material. Therefore, a special care is required for the interpretation of element test data and the analysis taken account of the inception of shear band is indispensable when a large deformation is induced. The localization phenomenon of deformation and its pertinent analysis are described in this chapter.
Koichi Hashiguchi
Chapter 18. Constitutive Equation for Friction: Subloading-Friction Model
Abstract
All bodies in the natural world are exposed to friction phenomena, contacting with other bodies, except for bodies floating in a vacuum. Therefore, it is indispensable to analyze friction phenomena rigorously in addition to the deformation behavior of bodies themselves in analyses of boundary value problems. The friction phenomenon can be formulated as a constitutive relation in a similar form to the elastoplastic constitutive equation of materials. A constitutive equation for friction with the transition from the static to the kinetic friction and vice versa and the orthotropic and rotational anisotropy is described in this chapter. The stick-slip phenomenon is also delineated, which is an unstable and intermittent motion caused by the friction and thus important for the prediction of earthquake, vibration of machinery, etc.
Koichi Hashiguchi
Chapter 19. Crystal Plasticity
Abstract
The crystal plasticity analysis requires the calculation of the slips in numerous slip systems.
Koichi Hashiguchi
Chapter 20. Implicit Stress Integration: Return-Mapping and Consistent Tangent Modulus Tensor
Abstract
Constitutive equations of irreversible deformation, e.g. elastoplastic, viscoelastic and viscoplastic deformations are described in rate forms in which the stress rate and the strain rate are related to each other through the tangent modulus.
Koichi Hashiguchi
Chapter 21. On Formulations from Thermodynamic View-Point
Abstract
Thermodynamic laws must be satisfied in all natural phenomena, while, needless to say, an elastoplastic constitutive equation is not also an exception.
Koichi Hashiguchi
Erratum to: Foundations of Elastoplasticity: Subloading Surface Model
Koichi Hashiguchi
Backmatter
Metadaten
Titel
Foundations of Elastoplasticity: Subloading Surface Model
verfasst von
Koichi Hashiguchi
Copyright-Jahr
2017
Electronic ISBN
978-3-319-48821-9
Print ISBN
978-3-319-48819-6
DOI
https://doi.org/10.1007/978-3-319-48821-9

    Marktübersichten

    Die im Laufe eines Jahres in der „adhäsion“ veröffentlichten Marktübersichten helfen Anwendern verschiedenster Branchen, sich einen gezielten Überblick über Lieferantenangebote zu verschaffen.