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Academic literature on the topic 'Méthode à la Nitsche pour les problèmes de contact'
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Journal articles on the topic "Méthode à la Nitsche pour les problèmes de contact"
Baillet, Laurent, and Taoufik Sassi. "Méthode d'éléments finis avec hybridisation frontière pour les problèmes de contact avec frottement." Comptes Rendus Mathematique 334, no. 10 (April 2002): 917–22. http://dx.doi.org/10.1016/s1631-073x(02)02356-7.
Full textLhalouani, Khalid, and Taoufik Sassi. "Méthode d'éléments finis hybrides en décomposition de domaines pour des problèmes de contact unilatéral." Comptes Rendus de l'Académie des Sciences - Series I - Mathematics 327, no. 10 (November 1998): 901–5. http://dx.doi.org/10.1016/s0764-4442(99)80041-x.
Full textRATSIMBA, Marie Hanitriniaina, Laza Ndraibe Razafinima RATARAZO, and Rijalalaina RAKOTOSAONA. "Traitement des Eaux Usées d’Eextraction Minière par Coagulation-Floculation avec le Sulfate d’Alumine et l’Opuntia Ficus Indica." International Journal of Progressive Sciences and Technologies 34, no. 1 (September 10, 2022): 100. http://dx.doi.org/10.52155/ijpsat.v34.1.4552.
Full textSancey, Bertrand, Nadia Morin-Crini, Louis-Fabien Lucas, François Degiorgi, Jean-François Minary,, Pierre-Marie Badot, and Grégorio Crini. "La bioadsorption sur amidon réticulé pour enlever des métaux des effluents industriels." 23, no. 3 (October 25, 2010): 275–87. http://dx.doi.org/10.7202/044689ar.
Full textGagné, Natacha. "Anthropologie et histoire." Anthropen, 2017. http://dx.doi.org/10.17184/eac.anthropen.060.
Full textDissertations / Theses on the topic "Méthode à la Nitsche pour les problèmes de contact"
Barrau, Nelly. "Généralisation de la méthode Nitsche XFEM pour la discrétisation de problèmes d'interface elliptiques." Phd thesis, Université de Pau et des Pays de l'Adour, 2013. http://tel.archives-ouvertes.fr/tel-00913387.
Full textFontana, Ilaria. "Interface problems for dam modeling." Thesis, Université de Montpellier (2022-….), 2022. http://www.theses.fr/2022UMONS020.
Full textEngineering teams often use finite element numerical simulations for the design, study and analysis of the behavior of large hydraulic structures. For concrete structures, models of increasing complexity must be able to take into account the nonlinear behavior of discontinuities at the various interfaces located in the foundation, in the body of the dam or at the interface between structure and foundation. Besides representing the nonlinear mechanical behavior of these interfaces (rupture, sliding, contact), one should also be able to take into account the hydraulic flow through these openings.In this thesis, we first focus on the topic of interface behavior modeling, which we address through the Cohesive Zone Model (CZM). This model was introduced in various finite element codes (with the joint elements), and it is a relevant approach to describe the physics of cracking and friction problems at the geometrical discontinuities level. Although initially the CZM was introduced to take into account the phenomenon of rupture, we show in this thesis that it can be extended to sliding problems by possibly relying on the elasto-plastic formalism coupled to the damage. In addition, nonlinear hydro-mechanical constitutive relations can be introduced to model the notion of crack opening and the coupling with the laws of fluid flow. At the mechanical level, we work in the Standard Generalized Materials (SGM) framework, which provides a class of models automatically satisfying some thermodynamical principles, while having good mathematical and numerical properties that are useful for robust numerical modeling. We adapt the formalism of volumetric SGM to the interface zones description. In this first part of the thesis, we present our developpements under the hypothesis of SGM adapted to CZM, capable of reproducing the physical phenomena observed experimentally: rupture, friction, adhesion.In practice, nonlinearities of behavior of interface zones are dominated by the presence of contact, which generates significant numerical difficulties for the convergence of finite element computations. The development of efficient numerical methods for the contact problem is thus a key stage for achieving the goal of robust industrial numerical simulators. Recently, the weak enforcement of contact conditions à la Nitsche has been proposed as a mean to reduce numerical complexity. This technique displays several advantages, among which the most important for our work are: 1) it can handle a wide range of conditions (slip with or without friction, no interpenetration, etc.); 2) it lends itself for a rigorous a posteriori error analysis. This scheme based on the weak contact conditions represents in this work the starting point for the a posteriori error estimation via equilibrated stress reconstruction. This analysis is then used to estimate the different error components (e.g., spatial, nonlinear), and to develop an adaptive resolution algorithm, as well as stopping criteria for iterative solvers and the automatic tuning of possible numerical parameters.The main goal of this thesis is thus to make the finite element numerical simulation of structures with geometrical discontinuities robust. We address this question from two angles: on one side, we revisit the existing methods for the crack representation working on the mechanical constitutive relation for joints; on the other, we introduce a new a posteriori method for the contact problem and we propose its adaptation for the generic interface models
Méchain-Renaud, Christine. "Une nouvelle stratégie numérique pour les problèmes de contact unilatéral - influence d'une discontinuité de courbure." Poitiers, 1998. http://www.theses.fr/1998POIT2311.
Full textIpopa, Mohamed Ali. "Algorithmes de décomposition de domaine pour les problèmes de contact : convergence et simulations numériques." Caen, 2008. http://www.theses.fr/2008CAEN2009.
Full textIn this work, we propose two domain decomposition methods to approximate a frictionless contact problem between two elastic bodies. The first one is an improved version of Neumann-Neumann algorithm and the second is a Robin-Robin algorithm. They generalize to variational inequality the Neumann-Neumann and the Lion’s (Robin) nonoverlapping domain decomposition methods. We prove their convergence in continuous and discrete cases. The efficient of those methods are shown by some numerical computations
Dabaghi, Farshid. "Étude de la convergence des méthodes de redistribution de masse pour les problèmes de contact en élastodynamique." Thesis, Lyon, INSA, 2014. http://www.theses.fr/2014ISAL0070/document.
Full textThe chapter 1 focuses on a one–dimensional wave equation being subjected to a unilateral boundary condition. Under appropriate regularity assumptions on the initial data, a new proof of existence and uniqueness results is proposed. The mass redistribution method based on a redistribution of the body mass such that there is no inertia at the contact node is introduced and its convergence is proved. An approximation of this evolutionary problem combining the finite element method as well as the mass redistribution method is analyzed in chapter 2. Then two benchmark problems (one being new) with their analytical solutions are presented and some possible discretizations using different time–integration schemes are described. Finally, numerical experiments for these benchmark problems are reported. In chapter 3, the mass of the contact nodes is redistributed on the other nodes and its convergence as well as an error estimate in time are established. Then an analytical solution already introduced in chapter 3 is compared to approximate ones obtained for different choices of mass redistribution highlighting that more a mass redistribution of the body is done near the contact nodes better the approximate solutions are obtained. The two and three–dimensional elastodynamic contact problems are studied in chapter 4. As for the one–dimensional contact problems, an approximated solution combining the finite element and mass redistribution methods is exhibited. Some numerical experiments using time–integration methods highlighted the convergence properties of the mass redistribution method
Magnain, Benoit. "Développement d'algorithmes et d'un code de calcul pour l'étude des problèmes de l'impact et du choc." Phd thesis, Université d'Evry-Val d'Essonne, 2006. http://tel.archives-ouvertes.fr/tel-00369905.
Full textPavot, Sylvain. "Contribution à la mise en oeuvre d'estimateurs d'erreur pour les problèmes de contact dans un logiciel industriel." Thesis, Université Paris-Saclay (ComUE), 2016. http://www.theses.fr/2016SACLN019/document.
Full textIn the field of mechanical engineering, numerical simulation has become an indispensable tool to predict the response of a structure to mechanical load.The simulation allows to reduce conception costs using numerical models instead of costly prototypes.Engineers use increasingly complex structures; it is now common to treat structures composed of several deformable components interacting. The studies carried out in this work are based on the equations of continuum mechanics with contact.However, these numerical simulations involve a discretized version of a continuous mathematical model (finite element analysis). Therefore, they lead only to an approximation of the exact solution of the reference problem.In an industrial context, the results of a finite element calculation must satisfy certain quality requirements. The purpose of an error estimation is to evaluate the distance between the exact solution and an approximate solution of the problem.Methods for evaluating the global error due to the problem's discretization have been studied for several years. However the use of error estimation tools is still not widespread in industry (availability in industrial softwares , reliability, calculation costs, difficulty of use ...)The objective of this work is to propose a parallelized estimation method based on the concept of constitutive relation error, adapted to industrial constraints. Furthermore, to make it quickly available for design office, the choice was made to develop the method directly in the industrial software SAMCEF during the ANR project ROMMA
Delavaud, Virginie. "Modélisation temporelle de l'interaction roue/rail pour une application au bruit de roulement ferroviaire." Phd thesis, Palaiseau, Ecole polytechnique, 2011. http://pastel.archives-ouvertes.fr/pastel-00628346.
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