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Статті в журналах з теми "Analyse limite plastique"
Salomon Cavin, Joëlle. "Edward Hopper comme contempteur de la ville : un malentendu?" Environnement urbain 8 (December 9, 2014): 106–18. http://dx.doi.org/10.7202/1027741ar.
Повний текст джерелаTrimoulinard, A., C. Tessier, L. Atiana, and E. Cardinale. "Salmonelles et saucisses à la Réunion." Revue d’élevage et de médecine vétérinaire des pays tropicaux 67, no. 3 (June 30, 2015): 115. http://dx.doi.org/10.19182/remvt.10165.
Повний текст джерелаGagnon, Éric. "Âgisme." Anthropen, 2019. http://dx.doi.org/10.17184/eac.anthropen.089.
Повний текст джерелаAilane, Sofiane. "Hip-hop." Anthropen, 2016. http://dx.doi.org/10.17184/eac.anthropen.014.
Повний текст джерелаДисертації з теми "Analyse limite plastique"
Dallot, Julien. "Modélisation des structures multicouches en analyse limite : application au renforcement de matériau quasi-fragile-acier." Phd thesis, Ecole des Ponts ParisTech, 2007. http://pastel.archives-ouvertes.fr/pastel-00003625.
Повний текст джерелаPineau, Jean-Philippe. "Development of a fast and reliable solver based on simplified formulae for ship grounding analyses." Thesis, Ecole centrale de Nantes, 2022. http://www.theses.fr/2022ECDN0028.
Повний текст джерелаAlthough non-linear finite element method is the most accurate approach for ship grounding damage analyses, its high computing cost makes it unsuitable when numerous scenarios have to be simulated. As part of the European research project FLARE (Flooding Accident REsponse), this PhD thesis aims to develop a solver based on simplified formulae to rapidly assess cruise ship grounding damage. The seabed is represented by an elliptic paraboloid allowing to generate both sharp and shallow rocks varying two parameters. The ship is divided into large elements, called Super- Elements (S.E), representing the main bottom components. For each S.E, Ls-Dyna simulations are carried out. Based on these simulations, closed-form expressions are derived for the resistant force according to the Upper-Bound theorem of plasticity. Finally, the analytical expressions are validated by comparison with numerical results. In the second part of the thesis, the developments are implemented in a structural solver named FLAGS, which is coupled with the external dynamics solver MCOL to account for the action of the surrounding water. FLAGS/MCOL solver is validated by confrontation to Ls-Dyna/MCOL F.E. solutions for various full scale grounding accidents. Finally, the simplified tool is used to simulate thousands of grounding events with the aim of quantifying the influence of different reinforcements on the ship damage extent
Azizi, Fethi. "Loi de comportement des sols raides : détermination de la courbe d'état limite de l'argile verte de Romainville." Compiègne, 1987. http://www.theses.fr/1987COMPD051.
Повний текст джерелаThe experimental study on the yield state curve of the Romainville green clay is an integral part of the research work undertaken by “Laboratoire Central des Ponts et Chaussées” on the behaviour of natural clays. In order to do this study, we carried out a variety of laboratory trials following procedures adapted to the swelling character of the green clay. The yield state curve of this clay has been determined. This curve has a roughly elliptical shape. However, it is not centred on the Ko stress path. This study has also revealed the anisotropic character of the green clay and the values of its orthotropic elastic parameters have been determined on a limited portion of the over consolidated domain. However, these parameters only represent partially the behaviour of the green clay within its, yield state curve. The analysis of this behaviour should be the subject of another future study
Brochard, Kévin. "Modélisation analytique de la réponse d’un cylindre immergé à une explosion sous-marine." Thesis, Ecole centrale de Nantes, 2018. http://www.theses.fr/2018ECDN0019/document.
Повний текст джерелаThe design of a hull of submarine is crucial for its operability and the safety of the crew, but also complex. Indeed, the engineers have to take into account at the same time lightness, acoustic discretion and resistance of the hull to immersion pressure and to environmental attacks. Underwater explosions represent a first-rate threat to the integrity of the hull, whose behavior needs to be properly analyzed. The works presented in this thesis concern the development of a simplified method, based on analytical formulations, to study the mechanical behavior of a cylinder deeply immersed subjected to an underwater explosion. The purpose of this method is to give engineers a fast estimation of the damage undergone by the cylindrical shell, allowing them to compute a large number of scenarios of explosion.In the scope of this thesis, the model of the plastic string on plastic foundation is picked up and adapted to the study of an immersed cylinder subjected to an explosive load, for which the effects of immersion pressure and fluid-structure interaction are to be taken into account. This simplified model of the fluid structure interaction is coupled with the model of a plastic string resting on plastic foundation, by considering on one hand the effects of the immersion pressure and on the other hand the circumferential stiffening of the cylinder. Analytical expressions are derived in order to calculate the final deflection of the shell as well as its energy of plastic deformation. The obtained results are compared with results obtained with numerical simulations, which allows to validate gradually the simplified method, but also to highlight its limitations
Bleyer, Jérémy. "Méthodes numériques pour le calcul à la rupture des structures de génie civil." Thesis, Paris Est, 2015. http://www.theses.fr/2015PEST1043/document.
Повний текст джерелаThis work aims at developping efficient numerical tools for a more rational and less empirical assessment of civil engineering structures yield design. As opposed to traditionnal methodologies relying on combinations of elastic computations, safety coefficients and local checking of critical members, the yield design theory seems to be a very promising tool for a more rigourous evaluation of structural safety. Lower bound static and upper bound kinematic approaches of the yield design theory are performed numerically using dedicated finite elements for plates in bending and shells in membrane-bending interaction. Corresponding optimization problems are then solved using very efficient conic programming solvers. The proposed tools are also extended to the framework of periodic homogenization in yield design, which enables to tackle the case of strong material heterogeneities. Numerical procedures are specifically tailored to compute equivalent homogeneous strength criteria and to use them, in a second step, in a computation at the structural level. Finally, the potentialities of the yield design approach are illustrated on two complex engineering problems : the stability assessment of high-rise reinforced concrete panels in fire conditions and the computation of the Paris-Austerlitz railway station canopy
Sahlaoui, Ramzi. "Panneaux en maçonnerie renforcés à l'aide de matériaux composites : approche de type calcul à la rupture et étude expérimentale." Phd thesis, Université Paris-Est, 2011. http://pastel.archives-ouvertes.fr/pastel-00672356.
Повний текст джерелаCorfdir, Alain. "Analyse de la stabilité d'ouvrages en gabions cellulaires par la théorie du calcul à la rupture." Phd thesis, Ecole Nationale des Ponts et Chaussées, 1997. http://tel.archives-ouvertes.fr/tel-00523026.
Повний текст джерелаBrach, Stella. "Strength properties of nanoporous materials : theoretical analyses and molecular dynamics computations." Thesis, Paris 6, 2016. http://www.theses.fr/2016PA066618.
Повний текст джерелаThe main objectif of the thesis consisted in investigating strength properties of nanoporous materials by means of theoretical and numerical approaches. In the framework of homogenization methods, novel macroscopic strength criteria have been established via a non-linear homogenization procedure and a kinematic limit-analysis approach. Resulting yield functions allowed to take into account void-size effects on nanoporous materials strength properties, thereby resulting in a strong enhancement of available estimates. Furthermore, aiming to funish effective benchmarking evidence for the calibration and/or the assessment of theoretical models, molecular-dynamics based computations have been carried out on in-silico single crystals embedding spherical nanovoids, simulation domains undergoing multiaxial strain-rate boundary conditions. With respect to available numerical studies, proposed results clearly showed the influence of all the three isotropic stress invariants on computed material strength surfaces. Finally, with the aim to account for physical indications coming from numerical simulations, a ductile nanoporous material with a general isotropic plastic matrix has been investigated via a limit analysis approach, by referring to a modified version of the bigoni strength criterion. The limit state of a hollow-sphere model undergoing isotropic loadings has been exactly determined. Correspondigly, a novel strength criterion has been analytically established in the case of axysimmetric boundary conditions
Hamlaoui, Madani. "Capacité portante des fondations superficielles pour géomateriaux avec modèles plastiques non associés." Thesis, Lille 1, 2015. http://www.theses.fr/2015LIL10146.
Повний текст джерелаIn associated plasticity, i.e. with the normality law, Prandtl-Hill analytical solution gives the exact limit load of a punch on a semi-infinite massive of foundation with Mohr-Coulomb model. However, it is experimentally recognized that geomaterial shave a non-associated behavior, what means that in reality the value of the limit load is only an estimation.In this work, it is proposed to fill this lack in addressing the problem of the bearing capacity of a shallow foundation, when the low of plasticity is no-associated. On the basis of numerical simulations and an extension of the limit analysis method to materials with non-associated laws by the bipotential approach, de Saxcé (1992), we proposed an approximated analytical solution by a variational method and we compared to Drescher-Detournay formula (1993) and numerical results
Bloch, Alexis. "Expérimentation et modélisation du comportement des structures gonflables sous chargement aérodynamique aux états-limites." Nantes, 2016. https://archive.bu.univ-nantes.fr/pollux/show/show?id=a44b4f4b-ab81-4d32-bad2-d6f17002db00.
Повний текст джерелаInflatable structures are more and more used in civil engineering and construction fields. This is mainly due to their specific properties : lightweight, easy to carry, easy to store. They are now a real opportunity for sheltering public or equipment for temporary or long periods. Among this kind of structures, some are composed of simple inflated elements (beams, panels) assembly. The internal pressure provides pre-tension in the fabrics and allows the structure to withstand external loads. The current issues regarding to the design of such a structure in a semi-probabilistic way suggested by Eurocodes asks to clearly define the limit-states, the external loading, and to have efficient models for the structure behaviour. This works proposes to define those limit-states for an inflatable beam in terms of deflection, wrinkling and collapse. The literature review shows that some beam theory models are able to predict theoretically the displacement as long as the beam is not wrinkled and the wrinkling load. The current study extends these models to predict the post-wrinkling behaviour and the collapse load. Another finite-element-based model is also introduced. Those models are then compared to experimental results during windtunnel testing on different models at different scales with respect to the similitude theory. The deflection is fulfilled with a field measurement method : the virtual image correlation. This method allows us to obtain the load-deflection curves, to characterize the external loading and to estimate the gap between the models and the experimental results