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1.
Summary Kronecker product algebra is widely applied in control theory. However, it does not appear to have been commonly applied to continuum and computational mechanics (CCM). In broad terms the goal of the current investigation is to extend Kronecker product algebra so that it can be broadly applied to CCM. Many CCM quantities, such as the tangent compliance tensor in finite strain plasticity, are very elaborate or difficult to derive when expressed in terms of tensor indicial or conventional matrix notation. However, as shown in the current article, with some extensions Kronecker product algebra can be used to derive compact expressions for such quantities. In the following, Kronecker product algebra is reviewed and there are given several extensions, and applications of the extensions are presented in continuum mechanics, computational mechanics and dynamics. In particular, Kronecker counterparts of quadratic products and of tensor outer products are presented. Kronecker operations on block matrices are introduced. Kronecker product algebra is extended to third and fourth order tensors. The tensorial nature of Kronecker products of tensors is established. A compact expression is given for the differential of an isotropic function of a second-order tensor. The extensions are used to derive compact expressions in continuum mechanics, for example the transformation relating the tangent compliance tensor in finite strain plasticity in undeformed to that in deformed coordinates. A compact expression is obtained in the nonlinear finite element method for the tangent stiffness matrix in undeformed coordinates, including the effect of boundary conditions prescribed in the current configuration. The aforementioned differential is used to derive the tangent modulus tensor in hyperelastic materials whose strain energy density is a function of stretch ratios. Finally, block operations are used to derive a simple asymptotic stability criterion for a damped linear mechanical system in which the constituent matrices appear explicitly.Appendix: Notation A, Â, aij matrix, second-order tensor - a, ai vector, VEC (A) - a vector - â scalar - B, bij matrix, second-order tensor - b, bi VEC (B) - b vector - block permutation matrix - C, C, cijkl fourth-order tensor - right Cauchy Green strain tensor - c VEC () - ci eigenvalues of - C a,C b third-order tensors - C 1,C 2,C 3 outer product functions - D deformation rate tensor - D damping matrix - d VEC (D) - E boundary stiffness matrix - e VEC () - Eulerian strain - F isotropic tensor-valued function ofA - deformation gradient tensor - f VEC - f scalar valued counterpart ofF - G coordinate transformation tensor - G strain-displacement matrix - g VEC (G) - g consistent force vector - H dynamic system matrix - hn lowest eigenvalue ofH - I,I n,I 9 identity matrix/tensor - i VEC (I) - I1 TRACE () - I index - i index - J determinant of - J matrix relating d to da - J index - j index - J matrix relating d to da - K,K T,K b,K stiffness matrices - K index - k index - L velocity gradient tensor - L index - l index - M mass matrix - strain-displacement matrix - M matrix arising from Ogden model - M index - m index - N shape function matrix - N matrix arising from Ogden model - n, n0 exterior normal vectors - n n2 - N index - n index - P, dynamic system matrix - p VEC (P) - pn eigenvalue ofP - Q rotation tensor - R,r ij tensor used with outer products - r rank, index - r VEC (R) - S,s ij tensor used with outer products - s VEC (S) - S, S0 surface area - S matrix diagonalizingA - s index - T unitary matrix - t0, t traction - t VEC () - VEC ( ) - t time - T time interval - U n ,U 9,U M permutation matrices - u displacement vector - V matrix appearing in linear system stability criterion - V projection matrix - W,W i multipliers d - w, w1 vectors - strain energy function - X undeformed position - x deformed position - Y,Y coordinate system - y, yj vectors - z, zj vectors - j eigenvalue ofA - j eigenvalue ofB - , 1, 2 nodal displacement vectors - j eigenvalue of - matrix - , 1, 2, a, b diagonal matrices - ij entries of the Kronecker tensor (I) - Lagrangian strain - ijk permutation tensor - i coefficient of Ogden model - parameter in linear system stability criterion - i eigenvalue - Lamé coefficient - matrix - surface area factor - Lamé coefficient - j eigenvalue ofA - i coefficient of Ogden model - matrix - second Piola-Kirchhoff stress - Cauchy stress - Truesdell stress flux - matrix/tensor - matrix/tensor - matrix/tensor - TEN22 (C) - d rotation vector - d rotation tensor - TRACE(.) trace of a matrix - left Kronecker function - right Kronecker function - VEC(.) vectorization operator - VECB(.) block vectorization operator - TEN22(.) tensor operator - TEN12(.) tensor operator - TEN21(.) tensor operator - x, y divergence operator - d(.) differential operator - (.) variational operator - (right) Kronecker product - Kronecker sum - Kronecker difference - block Kronecker product - left Kronecker product - AsB block Kronecker sum ofA andB - AdB block Kronecker difference ofA and   相似文献   

2.
Possible ways of transition from traditional models of continuum mechanics to new-generation models, using a model of a multicomponent model as an example, are considered.  相似文献   

3.
4.
In this paper, as usual in continuum damage mechanics, an effective continuum is introduced, but this continuum is here considered as an auxiliary body. The main purpose is then to connect together these two materials for a possible comparison, i.e. to propose geometrical and mechanical constraints between these materials. In this paper, we recall briefly the three-terms multiplicative decomposition of the deformation gradient by using a natural geometrical constraint, and we propose a new theoretical method available for obtaining mechanical constraints between the two materials. The proposed approach is then applied to generalize the hypothesis of strain equivalence and the hypothesis of energy equivalence. In this approach, new equivalence principles are obtained, and a new mechanical constraint based on reciprocity is analysed. This paper is restricted to mechanical processes and time-independant plasticity, but large strains are considered.  相似文献   

5.
In solving problems of geometrically nonlinear structural mechanics, a prominent role is played by formulation of rate equilibrium conditions. In the computational machinery, the evaluation of the stiffness operator provides the trial incremental displacement field as fixed point of an iterative algorithm. The issue is investigated by a new geometric approach to continuum mechanics. Kinematics is described by the motion along a trajectory manifold embedded in the affine four-dimensional space-time. Variational conditions of equilibrium and rate equilibrium are formulated in terms of natural time rates of stress and stretching. The rate elastostatic problem is formulated in the full nonlinear context by adopting a newly contributed rate-elastic constitutive model. The geometric stiffness and forcing operators are expressed in terms of an arbitrary linear spatial connection. It is shown that the adoption of a Levi- Civita connection provides a linear expression of the geometric stiffness involving a curvature term. For bodies in motion in the flat Euclid space with parallel transport by translation, a symmetric expression of the geometric stiffness is obtained, thus extending the standard formula to bodies of any dimensionality.  相似文献   

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This paper builds on the recently begun extension of continuum thermomechanics to fractal media which are specified by a fractional mass scaling law of the resolution length scale R. The focus is on pre-fractal media (i.e., those with lower and upper cut-offs) through a technique based on a dimensional regularization, in which the fractal dimension D is also the order of fractional integrals employed to state global balance laws. In effect, the governing equations are cast in forms involving conventional (integer-order) integrals, while the local forms are expressed through partial differential equations with derivatives of integer order but containing coefficients involving D and R, as well as a surface fractal dimension d. While the original formulation was based on a Riesz measure—and thus more suited to isotropic media—the new model is based on a product measure capable of describing local material anisotropy. This measure allows one to grasp the anisotropy of fractal dimensions on a mesoscale and the ensuing lack of symmetry of the Cauchy stress. This naturally leads to micropolar continuum mechanics of fractal media. Thereafter, the reciprocity, uniqueness and variational theorems are established.  相似文献   

8.
Summary A formulation of a constitutive model involving a new kinematic hardening rule is presented in the Eulerian reference system. The corotational stress and backstress rates involving spin tensors are discussed and incorporated in the evolution equations. The backstress evolution model is compared with other models and is found to be decomposable into a model that consists of two backstresses whose evolution is independent of each other.The elasto-plastic stiffness tensor is derived for all the models considered. It is shown in the proposed backstress evolution model we obtain an implicit system of differential equation in the stress and backstress rates. The theory is applied to two yield functions: one of the von-Mises type and the other of the anisotropic type. It is shown that for both these yield criteria the stress evolution is independent of the stress rate. As an example, the torsion of a cylindrical bar with fixed ends is investigated.  相似文献   

9.
10.
Consistent theories to describe damage processes are generally presented within the framework of effective stress and internal parameters. It is well known that damage is concerned with the progressive deterioration of elastic properties due to microscopic defects, such microvoids or microcracks. In the framework of Continuum Mechanics, damage is related to irreversible changes (on the microlevel) of small vicinities surrounding material points in the body. So a convenient definition of these small vicinities, named “representative material element”, will be recalled in Part 1, and application will be made to elastoplasticity in Part 2. In the subsequent parts, a fictitious suitable undamaged elastoplastic body accompanying the real damaged one is introduced in order to define the effective stress in the framework of large strains and its use in the construction of damaged elasticity law. Finally application is made to infinitesimal strains that concern most of the examples in literature. Due to limitation of place, plasticity coupled with damage is not considered in this paper.  相似文献   

11.
Summary Continuum damage theories can be applied to simulate the failure behaviour of engineering constructions. In the constitutive equations of the material a damage parameter is incorporated. A damage criterion and a damage evolution law are postulated and quantified based on experimental data. The elaboration of the mathematical formulation is performed by common finite element techniques. Without special precautions the numerical results appear to be unacceptably dependent on the measure of the spatial discretization. It is shown that a simple but effective procedure leads to the conservation of objectivity.  相似文献   

12.
The author starts by defining, thanks to the virtual work principle, the notion of “succion force” which represents in an continuous mediums the influence of the medium itself on each of its molecules. Mathematically this quantity appears as dual to the displacement of the molecule with regard to the medium; in Lagrange variables, it is analogue to a mass force expressing the influence of the extorior. This force is shown to act only on the points where the medium is elastically inhomogeneous (inclusion, crack, plastified zone…). The study is made for any particular position, eventually a very deformed one. The vectorial sum of these forces in a given volume is calculated with the help of an integral stretched to the surface which limits this volume. This integral generalises the Rice integral which had only been written in the case of the approximation of small deformations.  相似文献   

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14.
We argue that mechanics and physics of solids rely on a fundamental exemplar: the apparent properties of a system depend on the building blocks that comprise it. Building blocks are referred to as archetypes and apparent system properties as the system genome. Three entities are of importance: the archetype properties, the conformation of archetypes, and the properties of interactions activated by that conformation. The combination of these entities into the system genome is called assembly. To show the utility of the archetype-genome exemplar, this work presents the mathematical ingredients and computational implementation of theories in solid mechanics that are (1) molecular and (2) continuum manifestations of the assembly process. Both coarse-grained molecular dynamics (CGMD) and the archetype-blending continuum (ABC) theories are formulated then applied to polymer nanocomposites (PNCs) to demonstrate the impact the components of the assembly triplet have on a material genome. CGMD simulations demonstrate the sensitivity of nanocomposite viscosities and diffusion coefficients to polymer chain types (archetype), polymer–nanoparticle interaction potentials (interaction), and the structural configuration (conformation) of dispersed nanoparticles. ABC simulations show the contributions of bulk polymer (archetype) properties, occluded region of bound rubber (interaction) properties, and microstructural binary images (conformation) to predictions of linear damping properties, the Payne effect, and localization/size effects in the same class of PNC material. The paper is light on mathematics. Instead, the focus is on the usefulness of the archetype-genome exemplar to predict system behavior inaccessible to classical theories by transitioning mechanics away from heuristic laws to mechanism-based ones. There are two core contributions of this research: (1) presentation of a fundamental axiom—the archetype-genome exemplar—to guide theory development in computational mechanics, and (2) demonstrations of its utility in modern theoretical realms: CGMD, and generalized continuum mechanics.  相似文献   

15.
The classical Kirchhoff elastic-rod model applied to DNA is extended to account for sequence-dependent intrinsic twist and curvature, anisotropic bending rigidity, electrostatic force interactions, and overdamped Brownian motion in a solvent. The zero-temperature equilibrium rod model is then applied to study the structural basis of the function of the lac repressor protein in the lac operon of Escherichia coli. The structure of a DNA loop induced by the clamping of two distant DNA operator sites by lac repressor is investigated and the optimal geometries for the loop of length 76 bp are predicted. Further, the mimicked binding of catabolite gene activator protein (CAP) inside the loop provides solutions that might explain the experimentally observed synergy in DNA binding between the two proteins. Finally, a combined Monte Carlo and Brownian dynamics solver for a worm-like chain model is described and a preliminary analysis of DNA loop-formation kinetics is presented.  相似文献   

16.
The classification of the models of materials in continuum mechanics proposed by the author on the basis of the general theory of Noll constitutive relations is developed by using the methods of rational continuum mechanics. __________ Translated from Problemy Prochnosti, No. 5, pp. 79–89, September–October, 2006. Report on International Conference “Dynamics, Strength, and Life of Machines and Structures” (1–4 November 2006, Kiev, Ukraine).  相似文献   

17.
Despite successful application to orthotropic analysis, any Lagrangian strain tensor that is symmetric can be classified as an isotropic metric, while the infinitely orthotropic case can be accurately dealt with using one‐dimensional elements, structural tensors or kinematic constraints. In this paper, we present a strongly orthotropic continuum mechanics basis that models the exact kinematic behavior of the intermediary class of materials and also show its application to multi‐axial media and treatment using the finite element method. By asserting that mechanistic strain metrics must be material property dependent and satisfy equilibrium, we are able to derive a novel orthotropic linear strain tensor that is asymmetric and thus capable of describing all levels of orthotropy, while maintaining generality to the well‐established isotropic approach. Subsequently formulated are a material principal rotation tensor, extended orthotropic compliance tensor and an extended Mohr's plot for strain relying on an additional metric denoted as aspectual strain. Using the developed finite element formulation, it is shown that identical stress results to conventional theory for an orthotropic linear problem are predicted, while offering a more informative analysis. A second numerical example demonstrates the unique capability of this approach to solve the erroneous response of strongly orthotropic materials under trellis shear as compared with a number of conventional and contemporary approaches and thus its ability to produce kinematically exact results. Copyright © 2008 John Wiley & Sons, Ltd.  相似文献   

18.
The kinematics of viscoelastic fluid flows, the development of constitutive relations and their use in viscometric and nonviscometric flows is given. Experimental data in viscometric flows, extensional flows and the eccentric rotating disk motion along with oscillatory shear flows are presented and compared with theoretical predictions. The flow classification scheme for the selection of the appropriate constitutive equation, the perturbation schemes applicable to fixed and variable domains are described. These are applied to review the literature on particle motions, lubrication problems and rotating flows. Stability of the flows is discussed along with some recent work on existence, uniqueness and the use of dynamical system and hyperbolic theory in connection with propagating singular surfaces.  相似文献   

19.
Ramkissoon  H. 《Acta Mechanica》1985,55(1-2):87-93
Summary A system of equations of which the equations of elasticity and the Stokes equations of hydrodynamics are particular cases, is examined. Galerkin-type representations are constructed for this system with the aid of a matrix inversion technique. These representations give rise to the fundamental singular solution which together with a derived reciprocal relationship yield integral representations for the unknown parameters in the given system of equations. The integral representations lead in a natural way to the introduction of surface potentials whose properties are stated. Some well-known cases are deduced from our general results.  相似文献   

20.
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