Gotowa bibliografia na temat „Méthodes des éléments de frontière rapides”
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Artykuły w czasopismach na temat "Méthodes des éléments de frontière rapides"
Fouladgar, J., i G. Develey. "Calcul de l'impédance d'un inducteur circulaire plat par conjonction des méthodes intégrales de frontière et éléments finis". Journal de Physique III 2, nr 11 (listopad 1992): 2015–22. http://dx.doi.org/10.1051/jp3:1992227.
Pełny tekst źródłaDuchesneau, François. "Organisation protoplasmique et physiologie cellulaire selon Claude Bernard". Revue d'histoire des sciences Tome 77, nr 1 (29.05.2024): 7–40. http://dx.doi.org/10.3917/rhs.771.0007.
Pełny tekst źródłaMARQUILLIER, T., C.-A. KHAU i J. BOUIX. "LA REVUE PARAPLUIE COMME SYNTHESE DES CONNAISSANCES : UNE METHODE RECENTE EN EVOLUTION". EXERCER 31, nr 167 (1.11.2020): 417–24. http://dx.doi.org/10.56746/exercer.2020.167.417.
Pełny tekst źródłaGmati, Nabil, i Naouel Zrelli. "Numerical study of some iterative solvers for acoustics in unbounded domains". Revue Africaine de la Recherche en Informatique et Mathématiques Appliquées Volume 4, 2006 (20.08.2006). http://dx.doi.org/10.46298/arima.1849.
Pełny tekst źródłaDorval, Vincent, Nicolas Leymarie, Alexandre Imperiale, Edouard Demaldent, Zakaria Aghenzour i Pierre-Emile Lhuillier. "Simulations numériques à l'échelle de microstructures hétérogènes pour déterminer des propriétés effectives de propagation ultrasonore". e-journal of nondestructive testing 28, nr 9 (wrzesień 2023). http://dx.doi.org/10.58286/28514.
Pełny tekst źródłaAuger, Reginald, i Allison Bain. "Anthropologie et archéologie". Anthropen, 2016. http://dx.doi.org/10.17184/eac.anthropen.030.
Pełny tekst źródłaLeclerc, Véronique, Alexandre Tremblay i Chani Bonventre. "Anthropologie médicale". Anthropen, 2020. http://dx.doi.org/10.17184/eac.anthropen.125.
Pełny tekst źródłaRozprawy doktorskie na temat "Méthodes des éléments de frontière rapides"
Gatard, Ludovic. "Méthodes d'équations intégrales de frontière d'ordre élevé pour les équations de Maxwell : couplage de la méthode de discrétisation microlocale et de la méthode multipôle rapide FMM". Bordeaux 1, 2007. http://www.theses.fr/2007BOR13416.
Pełny tekst źródłaBagur, Laura. "Modeling fluid injection effects in dynamic fault rupture using Fast Boundary Element Methods". Electronic Thesis or Diss., Institut polytechnique de Paris, 2024. http://www.theses.fr/2024IPPAE010.
Pełny tekst źródłaEarthquakes due to either natural or anthropogenic sources cause important human and material damage. In both cases, the presence of pore fluids influences the triggering of seismic instabilities.A new and timely question in the community is to show that the earthquake instability could be mitigated by active control of the fluid pressure. In this work, we study the ability of Fast Boundary Element Methods (Fast BEMs) to provide a multi-physic large-scale robust solver required for modeling earthquake processes, human induced seismicity and their mitigation.In a first part, a Fast BEM solver with different temporal integration algorithms is used. We assess the performances of various possible adaptive time-step methods on the basis of 2D seismic cycle benchmarks available for planar faults. We design an analytical aseismic solution to perform convergence studies and provide a rigorous comparison of the capacities of the different solving methods in addition to the seismic cycles benchmarks tested. We show that a hybrid prediction-correction / adaptive time-step Runge-Kutta method allows not only for an accurate solving but also to incorporate both inertial effects and hydro-mechanical couplings in dynamic fault rupture simulations.In a second part, once the numerical tools are developed for standard fault configurations, our objective is to take into account fluid injection effects on the seismic slip. We choose the poroelastodynamic framework to incorporate injection effects on the earthquake instability. A complete poroelastodynamic model would require non-negligible computational costs or approximations. We justify rigorously which predominant fluid effects are at stake during an earthquake or a seismic cycle. To this aim, we perform a dimensional analysis of the equations, and illustrate the results using a simplified 1D poroelastodynamic problem. We formally show that at the timescale of the earthquake instability, inertial effects are predominant whereas a combination of diffusion and elastic deformation due to pore pressure change should be privileged at the timescale of the seismic cycle, instead of the diffusion model mainly used in the literature
Trinh, Quoc-Tuan. "Modélisation tridimensionnelle en élastostatique des domaines multizones et multifissurés : une approche par la méthode multipôle rapide en éléments de frontière de Galerkin". Thesis, Strasbourg, 2014. http://www.theses.fr/2014STRAD036/document.
Pełny tekst źródłaThe modeling of cracks and its influence on the understanding of the behaviors of the civil engineering structures is an open topic since many decades. To take into consideration complex configurations, it is necessary to construct more robust and more efficient algorithms. In this work, the approach Galerkin of the boundary integral equations (Symmetric Galerkin Boundary Element Method) coupled with the Fast Multipole Method (FMM) has been adopted. The boundary analysis are well-known for the flexibility to treat sophisticated geometries (unbounded/semi-unbounded) whilst reducing the problem dimension or for the good accuracy when dealing with the singularities. By coupling with the FMM, all the bottle-necks of the traditional BEM due to the fully-populated matrices or the slow evaluations of the integrals have been reduced, thus making the FM-SGBEM an attractive alternative for problems in fracture mechanics. In this work, the existing single-region formulations have been extended to multi-region configurations along with several types of solicitations. Many efforts have also been spent to improve the efficiency of the numerical algorithms. Fatigue crack propagations have been implemented and some practical simulations have been considered. The obtained results have validated the numerical program and have also opened many perspectives of further developments for the code
Averseng, Martin. "Méthodes efficaces pour la diffraction acoustique en 2 et 3 dimensions : préconditionnement sur des domaines singuliers et convolution rapide". Thesis, Université Paris-Saclay (ComUE), 2019. http://www.theses.fr/2019SACLX083.
Pełny tekst źródłaIn this thesis, we are concerned with the numerical resolution of the problem of acoustic waves scattering by an obstacle in dimensions 2 and 3, with the boundary element method. In the first three chapters, we consider objects with singular geometries. We focus on the case of objects with edge singularities, first open curves in the plane, and then open surfaces in dimension 3. We present a formalism that allows to restore the good properties that held for smooth objects. A weight function is defined on the scattering object, and the usual layer potentials (single-layer and hypersingular) are adequately rescaled by this weight function. Suitable preconditioners are proposed, that take the form of square roots of local operators. In dimension 2, we give a complete theoretical and numerical analysis of the problem. We show in particular that the weighted layer potentials belong to a class of pseudo-differential operators on open curves that we define and analyze here. The pseudo-differential calculus thus developed allows us to compute parametrices for the weighted layer potentials, which correspond to the continuous versions of our preconditioners. In dimension 3, we show how those ideas can be extended theoretically and numerically, for the particular case of the scattering by an infinitely thin disk. In the last chapter, we present a new method for the rapid evaluation of discrete convolutions by radial functions in dimension 2. Such convolutions represent a computational bottleneck in the boundary element methods. Our algorithm relies on the non-uniform fast Fourier transform and generalizes to dimension 2 an analogous algorithm available in dimension 3, namely the sparse cardinal sine decomposition
Haghi-Ashtiani, Bidjan. "Méthodes d'assemblage rapide et de résolution itérative pour un solveur adaptatif en équations intégrales de frontières destiné à l'électromagnétisme". Phd thesis, Ecole Centrale de Lyon, 1998. http://tel.archives-ouvertes.fr/tel-00139486.
Pełny tekst źródłaSharifi, Hamid 1964 19 juin. "Méthodes des éléments finis de frontière utilisant la programmation orientée objet". Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1997. http://www.collectionscanada.ca/obj/s4/f2/dsk3/ftp05/mq25733.pdf.
Pełny tekst źródłaDansou, Anicet. "Méthode des éléments de frontière accélérée pour les structures multifissurées : application au renforcement des chaussées". Thesis, Strasbourg, 2019. https://publication-theses.unistra.fr/public/theses_doctorat/2019/DANSOU_Anicet_2019_ED269.pdf.
Pełny tekst źródłaCracking is one of the major causes of structural degradation in civil engineering. Numerical modeling of cracks and their propagation, requires the development of efficient algorithms. This thesis presents the optimization and extension of an existing numerical tool, for the efficient simulation of crack propagation problems in civil engineering structures. The presented code is based on Galerkin integral equations accelerated by the fast multipole method. Integral methods are accurate in fracture mechanics problems, for the computation of stress and displacement fields near cracks and have the advantage of reducing the discretization dimension. The calculation cost of integral methods can be reduced with the fast multipole method, which is based on a reformulation of the fundamental solutions into series of product of functions. The performance of the resulting code is improved in this work through the implementation of a data reusing technique, the parallelization of time-consuming parts and the proposal of a new method of data storage. Extension work is also carried out to consider complex multi-domain problems, the treatment of surface breaking cracks and the study of complex problems by coupling with the finite element method. The obtained code has made it possible to simulate crack propagation in road pavement structures. Our work has permitted to study the effect of fiberglass grid reinforcements on pavement cracking
Mouhoubi, Saïda. "Couplage symétrique éléments finis-éléments de frontière en mécanique : formulation et implantation dans un code éléments finis". Limoges, 2000. http://www.theses.fr/2000LIMO0042.
Pełny tekst źródłaLizé, Benoît. "Résolution directe rapide pour les éléments finis de frontière en électromagnétisme et acoustique : ℋ-Matrices. Parallélisme et applications industrielles". Thesis, Paris 13, 2014. http://www.theses.fr/2014PA132030/document.
Pełny tekst źródłaThe Boundary Element Method (BEM) requires the solving of large, ill-conditionned, dense linear systems with a large number of righ-hand sides ; the solving difficulty is the main practical obstacle to its use. A hierarchical matrix (ℋ´Matrix) is a hierachical, approximate, data-sparse storage format for matrices that can be manipulated to produce a direct linear solver with an asymptotic space and time complexity of O(N log α2 (N)). We consider the ℋ´Matrices for the BEM, with the assessment and application of ℋ´Matrices to complex academic and industrial test cases on the one hand ; and the efficient parallelization of these algorithms on the other hand. A rigorous and detailed parametric study on model and industrial test cases is shown. We define the working range of ℋ-Matrices for the BEM, provide recommendations for the algorithm parameters, and describe some practical optimizations. We show the relevance of the ℋ-Matrices in terms of precision and computation time, in comparison with a classical direct solver and with an iterative solver based on the Fast Multipole Method. The parallelization of the algorithms, in shared and distributed memory, relies on the expression of the computations with composable task graphs, dynamically scheduled with the help of a runtime system. We give an expression controlling the operations granularity through a configurable cut of the ℋ-Matrices, and present various optimizations and extensions of this expression. An almost optimal parallel efficiency is achieved in shared memory, along with promising results in distributed memory
Chang, Philippe. "Modélisation des écoulements turbulents à surface libre par éléments finis de frontière". Thesis, Université Laval, 2008. http://www.theses.ulaval.ca/2008/25742/25742.pdf.
Pełny tekst źródłaKsiążki na temat "Méthodes des éléments de frontière rapides"
P, Gupta O. Finite and Boundary Element Methods in Engineering. CRC Press LLC, 2022.
Znajdź pełny tekst źródłaP, Gupta O. Finite and Boundary Element Methods in Engineering. CRC Press LLC, 2022.
Znajdź pełny tekst źródłaP, Gupta O. Finite and Boundary Element Methods in Engineering. CRC Press LLC, 2022.
Znajdź pełny tekst źródłaP, Gupta O. Finite and Boundary Element Methods in Engineering. CRC Press LLC, 2022.
Znajdź pełny tekst źródłaFinite and boundary element methods in engineering. Lisse, Netherlands: A.A. Balkema, 1999.
Znajdź pełny tekst źródłaFinite Element and Boundary Methods in Structural Acoustics and Vibration. Taylor & Francis Group, 2015.
Znajdź pełny tekst źródłaAtalla, Noureddine, i Franck Sgard. Finite Element and Boundary Methods in Structural Acoustics and Vibration. Taylor & Francis Group, 2015.
Znajdź pełny tekst źródłaAtalla, Noureddine, i Franck Sgard. Finite Element and Boundary Methods in Structural Acoustics and Vibration. Taylor & Francis Group, 2017.
Znajdź pełny tekst źródłaAtalla, Noureddine, i Franck Sgard. Finite Element and Boundary Methods in Structural Acoustics and Vibration. Taylor & Francis Group, 2015.
Znajdź pełny tekst źródłaCzęści książek na temat "Méthodes des éléments de frontière rapides"
YASTREBOV, Vladislav A. "Méthodes numériques en contact micromécanique". W Modélisation numérique en mécanique fortement non linéaire, 87–145. ISTE Group, 2023. http://dx.doi.org/10.51926/iste.9081.ch3.
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