Dissertationen zum Thema „Modélisation viscoplastique“
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Peigat, Laurent. „Modélisation d'un joint viscoplastique pour la filière hydrogène“. Phd thesis, Ecole Nationale Supérieure des Mines de Paris, 2012. http://pastel.archives-ouvertes.fr/pastel-00756297.
Der volle Inhalt der QuelleGhetreff, Taoufik. „Modélisation du comportement élasto-viscoplastique en grandes déformations“. Lille 1, 1999. https://pepite-depot.univ-lille.fr/LIBRE/Th_Num/1999/50376-1999-229.pdf.
Der volle Inhalt der QuelleGayte, Pierre. „Modélisation du comportement thermo-viscoplastique des enrobés bitumineux“. Thesis, Lyon, 2016. http://www.theses.fr/2016LYSET008/document.
Der volle Inhalt der QuelleThe thesis has been realized within the framework of a partnership between the Cerema (Center for Studies and Expertise on Risks, Environment, Mobility, and Urban and Country Planning) and the ENTPE (National School for Public State Works). This work deals with the study and the simulation of the behavior of bituminous mixtures, in the domains of small and large amplitudes of solicitations. These domains correspond to the viscoelastic and viscoplastic behavior.First a bibliographical review on mechanical properties of the bituminous mixtures under small and large amplitudes of solicitations and a review of the several models describing the viscoelastic and viscoplastic behavior of bituminous mixtures is presented. This thesis is then composed of 5 main chapters.The two first deals with the development of the DBN model and mainly with the introduction of its new version EPPI (Elastic Perfectly Plastic and Isotropic). This formulation aims at describing the viscoelastic and viscoplastic behaviors together in a unique formalism, but simple enough to be implemented in a finite elements calculation program. This version of the DBN model is then implemented in a homogeneous computation code so as to be able to simulate classical experimental test.The two following chapter are devoted to the experimental campaign made during this research work. First a global description of the experimental procedures and test conditions is presented. Two kinds of tests are performed: complex modulus tests so as to characterize the viscoelastic behavior and simple traction tests for viscoplastic behavior. Finally results and observations issued from this campaign are detailed and some conclusions can be drawn.Finally the last chapter deals with the simulations performed thanks to the DBNEPPI model. These results aim at verifying the validity of the model introduced. Then a study about the transient effects during complex modulus tests on bituminous mixtures is detailed
Cazacu, Oana. „Contribution à la modélisation élasto-viscoplastique d'une roche anisotrope“. Lille 1, 1995. http://www.theses.fr/1995LIL10200.
Der volle Inhalt der QuelleKleine, Alexandra. „Modélisation numérique du comportement des ouvrages souterrains par une approche viscoplastique“. Thesis, Vandoeuvre-les-Nancy, INPL, 2007. http://www.theses.fr/2007INPL083N/document.
Der volle Inhalt der QuelleNature is complex and must be approached in total modesty by engineers seeking to predict the behavior of underground openings. The engineering of industrial projects in underground situations, with high economic and social stakes (Alpine mountain crossings, nuclear waste repository), mean striving to gain better understanding of the behavioral mechanisms of the openings to be designed. This improvement necessarily involves better physical representativeness of macroscopic mechanisms and the provision of prediction tools suited to the expectations and needs of the engineers. The calculation tools developed in this work is in step with this concern for satisfying industrial needs and developing knowledges related to the rheology of geomaterials. These developments led to the proposing of a mechanical constitutive model, suited to lightly fissured rocks, comparable to continuous media, while integrating more particularly the effect of time.Thread of this study, the problematics ensued from the subject of the thesis is precisely about the rock mass delayed behavior in numerical modeling and its consequences on underground openings design.Based on physical concepts of reference, defined in several scales (macro/meso/micro), the developed constitutive model is translated in a mathematical formalism in order to be numerically implemented.Numerical applications presented as illustrations fall mainly within the framework of nuclear waste repository problems. They concern two very different configurations of underground openings: the AECL’s underground canadian laboratory, excavated in the Lac du Bonnet granite, and the GMR gallery of Bure’s laboratory (Meuse/Haute-Marne), dug in argillaceous rock.In this two cases, this constitutive model use highlights the gains to be obtained from allowing for delayed behavior regarding the accuracy of numerical tunnel behavior predictions in the short, medium and long terms
Heinrich, Alban. „Modélisation thermomécanique de la coulée continue d'acier en deux dimensions“. Phd thesis, École Nationale Supérieure des Mines de Paris, 2003. http://pastel.archives-ouvertes.fr/pastel-00001342.
Der volle Inhalt der QuelleGeyer, Philippe. „Comportement élasto-viscoplastique de tubes en Zircaloy 4 : approche expérimentale et modélisation micromécanique“. Phd thesis, École Nationale Supérieure des Mines de Paris, 1999. http://pastel.archives-ouvertes.fr/pastel-00933408.
Der volle Inhalt der QuelleCapolungo, Laurent. „Modélisation de l'effet de taille dans le comportement élasto-viscoplastique des matériaux nanocristallins“. Metz, 2006. http://docnum.univ-lorraine.fr/public/UPV-M/Theses/2006/Capolungo.Laurent.SMZ0637.pdf.
Der volle Inhalt der QuelleThis study is dedicated to the modeling of the size effect in the elasticviscoplastic behavior of nanocrystalline materials. Among others. This work aims at identifying the mechanisms responsible for the breakdown of the hall Petch law as well as to propose a new map of deformation which could aver usefull for future improvement of experimental fabrication processes. A detailed state of the art is presente in the first chapter of this theses where the structure of NC materials is presented as well the fabrication process and existing models. The state of the art is followed by a first attempt model where the effect of Coble Creep as well as that of Lischik sliding are quantified. The macroscopic behavior of the material is retrieved via the use of a self consistent micromechanical scheme. The second par tof this work i dedicated to the modeling of the recently introduced grain boundary dislocation emission mechanism. A new constitutive law , based on the formalism of thennally activated mechanisms, is introduced to describe the combined effect of dislocation emission and dislocation penetration. The study is completed by both a method of evaluation of the parameters based on molecular dynamics simulations and by finite element analyses
Ghouati, Omar. „Identification et modélisation numérique directe et inverse du comportement viscoplastique des alliages d'aluminium“. Besançon, 1994. http://www.theses.fr/1994BESA2035.
Der volle Inhalt der QuelleGeindreau, Christian. „Modélisation du comportement viscoplastique des poudres métalliques : simulation à l'aide d'un matériau analogique“. Université Joseph Fourier (Grenoble ; 1971-2015), 1996. http://www.theses.fr/1996GRE10169.
Der volle Inhalt der QuelleYin, Zhenyu. „Modélisation viscoplastique des argiles naturelles et application au calcul de remblais sur sols compressibles“. Nantes, 2006. http://www.theses.fr/2006NANT2066.
Der volle Inhalt der QuelleThe purpose of this study is to present the development of an elasto-viscoplastic model for normally consolidated clay, based on the framework of Perzyna’s overstress theory and Modified Cam-Clay model. It was implemented in a finite element program CESAR_LCPC, and applied to analyze the time-dependent behavior of soft clay. The proposed model was verified using laboratory and in situ testing on several natural clays, including pressio-triax tests on Saint-Herblain clay. A methodology for identifying soil parameters from pressuremeter tests was proposed and applied on controlled strain rate tests. Then it was validated by using the determined parameters for simulating other types of tests such as stress relaxation and creep. The drainage conditions during the pressuremeter tests were also analyzed to explain the strain rate effect on the evolution of pore pressure and total pressure. The behavior of compressible sol under Sackville embankment reinforced by geotextile was simulated as well as Yuhuan embankment treated by vertical PVD drains. The calculated results for the settlements, displacements and pore pressures were in good agreement with in situ results. The results showed that the model can satisfactorily describe the time-dependent behavior of soils such as strain rate effect, creep and stress relaxation. The identification method allowed us to efficiently determine soil parameters, including viscous and hydraulic parameters from controlled strain rate pressuremeter tests. The EVP-MCC can predict the long term behaviour of foundation soils under embankment loading during and after construction
Abdulhameed, Hemin. „Réponse viscoélastique-viscoplastique en grandes déformations du polyéthylène : observations expérimentales, modélisation constitutive et simulation“. Thesis, Lille 1, 2015. http://www.theses.fr/2015LIL10055/document.
Der volle Inhalt der QuelleThis PhD dissertation deals with the large-strain mechanical response of polyethylene. In a first part, experimental observations are reported on the time-dependent mechanical response of polyethylene materials containing a wide range of crystal fractions. In a second part, a large-strain viscoelastic-viscoplastic constitutive model is developed to capture the progressive transition from thermoplastic-like to elastomeric-like mechanical response of polyethylene materials, as the crystal content changes. In order to identify the model parameters, an analytical deterministic scheme and a practical, “engineering-like”, numerical tool, based on a genetic algorithm are developed. In a third part, the proposed constitutive model is implemented into a finite element code and used to predict the response of multi-layered polyethylene specimens with different crystal fractions. Comparisons between the simulations and the experimental data (in terms of mechanical response and necking evolution) point out the model predictive capabilities
Thomas, Anoop Ebey. „Modélisation numérique thermo-viscoplastique du procédé de forgeage des métaux par l’Approche Pseudo Inverse“. Thesis, Reims, 2019. http://www.theses.fr/2019REIMS003/document.
Der volle Inhalt der QuelleHot forging is a metal forming process used to form difficult-to-form materials as well as to achieve complex geometries. The reduction of yield stress at high temperatures and a subsequent increase in formability is the primary mechanism that drives the process. Numerical methods provide an efficient means to predict the material yield and the stress/strain states of the product at different stages of forming. Although classical methods are accurate enough to provide a suitable representation of the process, they tend to be computationally expensive. This limits its use in practical cases especially for process optimization. Pseudo Inverse Approach (PIA) developed in the context of 2D axisymmetric cold forming, provides a quick estimate of the stress and strain fields in the final product for a given initial shape. In this work, the PIA is extended to include the thermal and viscoplastic effects on the forging process as well as to the general 3D case. The results are compared with commercially available software, based on the classical approaches, to show the efficiency and the limitations of PIA. The results obtained indicate that PIA is a quite effective tool that can be used for both 2D and 3D simulations of hot forging
Teodorescu, Mihaela. „Application d'une formulation explicite en vitesse à la modélisation numérique du forgeage“. Phd thesis, École Nationale Supérieure des Mines de Paris, 2002. http://tel.archives-ouvertes.fr/tel-00274705.
Der volle Inhalt der QuelleRobinet, Pascal. „Étude expérimentale et modélisation du comportement viscoplastique anisotrope du zircaloy 4 dans deux états métallurgiques“. Besançon, 1995. http://www.theses.fr/1995BESA2003.
Der volle Inhalt der QuelleJarkas, Marwan. „Etude expérimentale et modélisation du comportement viscoplastique du titane pur à grande vitesse de déformation“. Metz, 1999. http://docnum.univ-lorraine.fr/public/UPV-M/Theses/1999/Jarkas.Marwan.SMZ9927.pdf.
Der volle Inhalt der QuelleThe object of this thesis is the development of a model of viscoplastic behavior for titanium-alpha, which is based on the evolution of the microstructure. In order to establish the framework of the study and to isolate the variables which we use thereafter, we start by presenting the phenomena which are generally observed at the time of the plastic deformation. The first difficulty which arises during the stablishment of behavior is the choice of the internal variables (like the density of dislocations and the presence of the twins). Those must be independant and representative of the phenomena which one wants to model. Moreover, they must be operational, i. E. That one can measure their experimental value indeed, preferably simply, if not directly. The first experimental part includes the development of a device of compression and a series of mechanical tests on titanium pure. The experimental method adopted for our tests is the direct impact. This completely original method consists of a direct impact of the projectile with flat end, propelled by a gas gun, on the test-tube. This device makes it possible to reach very high speeds of deformation (~ 5x10(4) s-1) and to choose in advance the impact speed of the projectile. The second part consists of the reformulation of a model starting from considerations on the physical mechanisms and the restitution of phenomena related to the history of the loading
Hajdu, Attila. „Modélisation numérique du comportement viscoplastique endommageable des roches et application aux ouvrages souterrains de stockage“. Université Joseph Fourier (Grenoble), 2003. http://www.theses.fr/2003GRE10203.
Der volle Inhalt der QuelleJoëssel, Louis. „Modélisation micromécanique du comportement viscoplastique d'un polycristal poreux : application à un acier inoxydable austénitique irradié“. Thesis, Aix-Marseille, 2018. http://www.theses.fr/2018AIXM0402.
Der volle Inhalt der QuelleAustenitic stainless steels employed as internals in pressurized water reactor vessels may nucleate intragranluar voids when exposed to prolonged irradiation and high temperature. The voids, almost spherical in shape, modify the mechanical behavior of the material. This work explores three different approaches in order to model viscoplasticity of voided single crystals. The first approach consists in idealizing the voided crystal as a hollow sphere assemblage made of crystalline material. The second approach consists in idealizing the voided crystal as a sequential laminate of infinite rank obeying an isotropic lamination sequence. The third approach consists in idealizing the voided crystal as a periodic medium with a complex unit cell, and computing the mechanical fields numerically via a Fast Fourier Transform algorithm. Then, the estimates for porous single crystals are used to model the viscoplasticity of voided polycrystals via a double up scaling process. Finally, in order to apply the present model to an irradiated austenitic stainless steel, the constitutive material parameters are identified with numerical simulations on periodic unit cells where locally the constitutive behavior is described by a phenomenological model especially devoted to this irradiated austenitic stainless steel, taking account of the evolution of irradiation defects. As a general rule, this work aims at delivering innovative, high-performance modeling tools, applicable to a wide variety of crystalline materials together with irradiated austenitic stainless steels
Pipard, Jean-Marc. „Modélisation du comportement élasto-viscoplastique des aciers multiphasés pour la simulation de leur mise en forme“. Phd thesis, Paris, ENSAM, 2012. http://pastel.archives-ouvertes.fr/pastel-00668551.
Der volle Inhalt der QuelleDruon, Sébastien. „Modélisation et recalage d'objets et d'environnements en déformation viscoplastique : Aide au geste pour les métiers matière“. Montpellier 2, 2004. http://www.theses.fr/2004MON20213.
Der volle Inhalt der QuelleJaouen, Olivier. „Modélisation tridimensionnelle par éléments finis pour l'analyse thermo-mécanique du refroidissement des pièces coulées“. Phd thesis, École Nationale Supérieure des Mines de Paris, 1998. http://pastel.archives-ouvertes.fr/pastel-00688778.
Der volle Inhalt der QuelleYoussef, Hiba. „Modélisation viscoplastique pour les déformations et les évolutions des textures dans les polycristaux : Homogénéisation par une loi intermédiaire“. Université Louis Pasteur (Strasbourg) (1971-2008), 2008. http://www.theses.fr/2008STR13016.
Der volle Inhalt der QuelleLabbé, Mathieu. „Modélisation numérique de l'interaction d'un écoulement de fluide viscoplastique avec un obstacle rigide par la méthode SPH : Application aux laves torrentielles“. Thesis, Université Grenoble Alpes (ComUE), 2015. http://www.theses.fr/2015GRENU001/document.
Der volle Inhalt der QuelleIn this work, we study the impact of a transient free-surface flow of viscoplastic fluid on a rigid obstacle. This study is conducted numerically using the SPH (Smoothed Particle Hydrodynamics) method, and the Herschel-Bulkley rheological model. The SPH code is adapted to our needs and validated on classic benchmarks. The local characteristics of the flow near the obstacle are analysed and two impact regimes are highlighted depending on the slope angle. By studying of the pressure exerted on the obstacle, both spatially and temporally, with regards to these impact regimes, we evidence the respective roles of the gravitational and kinetic components of the pressure. Our results are systematically compared with experimental data from a previous work and are shown to be consistent. A comparative study conducted on both our viscoplastic flows and flows of granular material of similar properties highlights common characteristics of the two materials
Tchiyep, Piepi Guy. „Comportement viscoplastique avec rupture des argiles raides. Applications aux ouvrages souterrains“. Phd thesis, Ecole Nationale des Ponts et Chaussées, 1995. http://tel.archives-ouvertes.fr/tel-00523616.
Der volle Inhalt der QuelleRamadan, Ahmad. „Modélisation et analyse de quelques problèmes de contact avec compliance normale et contrainte unilatérale“. Thesis, Perpignan, 2014. http://www.theses.fr/2014PERP1207.
Der volle Inhalt der QuellePhenomena of contact between deformable bodies or between a deformable body and a rigid foundation abound in everyday life. These phenomena may involve sophisticated mathematical models represented by systems of partial differential equations with boundary conditions describing complex contact processes (with or without friction). However, the mathematical theory of contact problems is a broad field of study where many issues remain to be investigated. The field studies of this thesis concerns, the development of new models of contact and friction as well as the mathematical analysis and numerical solution of the problems considered. In this work, our goal is to make a contribution to this mathematical theory of contact problems. In other words, the purpose of our thesis is to study theoretically and numerically some problems of contact between a deformable body and a rigid foundation using several original constitutive and contact laws with and without friction
Bernabeu, Noé. „Modélisation multi-physique des écoulements viscoplastiques : application aux coulées de lave volcanique“. Thesis, Université Grenoble Alpes (ComUE), 2015. http://www.theses.fr/2015GRENM001/document.
Der volle Inhalt der QuelleWe present a contribution about modeling of viscoplastic flows. For realistic applications such as numerical simulation of volcanic lava flows, the work focuses particularly on complex fluids whose rheology strongly depends on physical quantities such as temperature or the particle concentration. We develop a new numerical resolution algorithm of Herschel-Bulkley's equations combining an augmented Lagrangian method with variable augmentation parameter, a second order characteristic method and an auto-adaptive mesh procedure. On stationary or evolving problems as the lid-driven cavity flow benchmark, it provides an effective solution to ensure both a high numerical accuracy within a reasonable computing time. This algorithm is then extended and adapted to the case of non-isothermal rheological and suspensions. On the numerical simulation of volcanic lava flows, we describe a method of reducing by asymptotic analysis of the Herschel-Bulkley's equations for thin flows on arbitrary topography. It allows to describe the three-dimensional flows of viscoplastic fluid with free surface by bidimensional surface equations. This approach is then extended to the non-isothermal case by adding the heat equation and thermal dependencies on rheology. By vertical integration of the heat equation, a two-dimensional model is maintained . The non-isothermal model is validated on a laboratory experiment of dome and a numerical simulation is performed on a December 2010 Piton de la Fournaise lava flow from La Réunion island. In our view, the comparison gives satisfactory and encouraging results
Mondalek, Pamela. „Modélisation numérique du procédé de frittage flash“. Phd thesis, Ecole Nationale Supérieure des Mines de Paris, 2012. http://pastel.archives-ouvertes.fr/pastel-00820191.
Der volle Inhalt der QuelleGhali, Chokri El. „Contribution à la modélisation du comportement viscoplastique monotone et cyclique avec vieillissement des alliages à base nickel : cas de l'Udimet 500 à 700 °C“. Compiègne, 1988. http://www.theses.fr/1988COMPD112.
Der volle Inhalt der QuelleThe present thesis deals with macroscopic description aging and viscoplastic (monotonic and cyclic) behaviour of based-Nickel alloys. At the beginning, we present a summary of the previous and current works done for the development of the law for the monotonic and cyclic behaviour. Than we examine the particular case of the based-Nickel alloys ; Udimet 500 used in the aeronautic industry. We emphasize on the viscoplastic behaviour of this alloys at 700 °C temperature towards the aging phenomena. We set up the results for different test to point out the aging and its interaction with other process. In the thermodynamic basis of the irreversible process, we develop a model which is able to show the monotonic and cyclic effects of Udimet 500 at 700 °C, and specially the effects of the aging. At the end, we compare the numerical and experimental result for a variety of uniaxial loadings
Tran, Ngoc Giang. „Etude expérimentale et numérique de l'influence des interactions contenant/contenu sur le comportement élasto-viscoplastique d'emballages en polyéthylène haute densité“. Thesis, Reims, 2015. http://www.theses.fr/2015REIMS037/document.
Der volle Inhalt der QuelleAs part of this thesis, we studied the container-content interaction between a high-density polyethylene-based packaging (HDPE) and amyl acetate considered as diffusing agent. We were specifically interested in the impact of sorption and diffusion phenomenon on mechanical properties of HDPE bottles under static and creep conditions at different stages of physical aging. Several uniaxialtests have been performed on samples cut from bottles and structural tests have been performed on bottles. The analysis of such various experimental results has highlighted in particular the Fickean nature of the diffusion phenomenon and the fall of the vertical compression strength. We have then focused onthe modeling of the mechanical behavior of HDPE taking into account the mass transfer induced by the diffusion phenomenon. Elasto-viscoplastic and creep models have been proposed and implemented in the finite elements code ABAQUS. The parameters of these models have been identified from simple tests by solving an optimization problem, and thus identified models have been validated by numerical simulation of vertical compression of HDPE bottles. Numerical results are in very good agreement with experimental measurements
Kalck, Charlotte. „Caractérisation métallurgique et modélisation de la tenue en fluage à 550°C des liaisons soudées en acier Grade 92“. Phd thesis, Ecole Nationale Supérieure des Mines de Paris, 2012. http://pastel.archives-ouvertes.fr/pastel-00821830.
Der volle Inhalt der QuelleSchäffler, Isabelle. „Modélisation du comportement elasto-viscoplastique anisotrope des tubes de gaine du crayon combustible entre zéro et quatre cycles de fonctionnement en réacteur à eau pressurisée“. Besançon, 1997. http://www.theses.fr/1997BESA2076.
Der volle Inhalt der QuelleShu, Cheng-Gang. „Modélisation physique, simulation numérique et investigation expérimentale de l'estampage à chaud des polymères thermoplastiques amorphes“. Thesis, Besançon, 2014. http://www.theses.fr/2014BESA2004/document.
Der volle Inhalt der QuelleHot embossing process is considered as one of the most promising micro replication processes for the elaboration of micro or nano components with polymeric materials invarious application fields. The thesis consists to characterize the physical properties of widelyused amorphous thermoplastic polymers (PS, PMMA and PC) over a large temperature range,along with the physical modelling, numerical simulation and experimental verification of thehot embossing process.[...] The polymers’ viscoelastic properties have been characterized with the dynamical compression tests. The storage modulus, loss modulus and damping factor of PMMA polymerfrom ambient temperature to lightly above Tg have been obtained. The viscoelastic behaviourof polymer has been described by a proposed Generalized Maxwell model and a good agreement has been observed. The numerical simulation of filling stage of hot embossing process has been achieved by taking into account of polymer’s viscoelastic properties. Theeffect of compression temperature and pressure on the replication accuracy in hot embossing process has been investigated in the simulation.[...] A new complete micro compression mould tools, including heating system, cooling system and vacuum system have been developed in our research group. The microfluidic devices with the cavity dimension eq. to about 200 μm, 100 μm and 50 μm in PS, PMMA and PC plate(thickness eq. to 2 mm) have been elaborated by the hot embossing process. The effects of the processing parameters, such as the compressive gap imposed, compression temperature, embossed material and die cavity dimensions, on the replication accuracy of hot embossing process have been investigated
Nciri, Mariem. „Modélisation du comportement des composites à fibres courtes non-alignées en dynamique“. Thesis, Valenciennes, 2017. http://www.theses.fr/2017VALE0016/document.
Der volle Inhalt der QuelleShort fibre-reinforced composites are commonly used in a variety of engineering applications, including automotive and aerospace industry. Today, their use is progressively extended to parts possibly subjected to severe loading conditions (e.g. crash...), characterised by high strain rates. Therefore, an efficient modelling that takes into account material’s specificities at a large strain rate range is needed. A constitutive model of viscous behaviour of short-fibre reinforced composites (SFRC) where complex distributions of fibre orientations are taken into account is proposed in this work. The approach considered for the computation of composite macroscopic behavior is based on an additive decomposition of the state potential. The SFRC is assimilated to an assembly of several fibre media embedded in a polymeric matrix medium. One of the main assets of this approach is the possibility to model reinforcement with complex distributions of fibre orientations. Moreover, this decomposition allows the implementation of complex behaviour laws coupled with damage models. The polymeric matrix behaviour is typically strain-rate sensitive, i.e. viscoelastic-viscoplastic. This property has to be taken into account when the modelling of the composite behaviour over a large range of strain rate is intended. Therefore, a viscoelastic constitutive model, based on generalised Maxwell model, and a viscoplastic correction scheme, based on an overstress approach, are implemented for matrix material. The developed constitutive model is then coupled to two damage laws. The first one is introduced in the framework of Continuum Damage Mechanics in order to model the anisotropic ductile damage behaviour of the matrix material. The second one deals with fibre/matrix interfacial degradation through an interfacial debonding law. In order to identify the parameters involved in the present model, experimental tests are performed (case of polypropylene reinforced with short glass fibres). Microcomputed tomography is used for the characterisation of the fibres distribution of orientation. The efficiency of the proposed model is demonstrated by comparisons between numerical and experimental responses in different loading conditions, including dynamic loadings
Julien, Jérôme. „Modélisation multi-échelle du couplage physico-chimie - mécanique du comportement du combustible à haute température des réacteurs à eau sous pression“. Phd thesis, Université de Provence - Aix-Marseille I, 2008. http://tel.archives-ouvertes.fr/tel-00506540.
Der volle Inhalt der QuelleGoncalves, Diogo. „Modélisation polycristalline du comportement élasto-viscoplastique des aciers inoxydables austénitiques 316L(N) sur une large gamme de chargements : application à l'étude du comportement cyclique à température élevée“. Thesis, Sorbonne université, 2018. http://www.theses.fr/2018SORUS089/document.
Der volle Inhalt der QuelleThe 316L(N) stainless steels is the reference material for the primary circuit structures of fourth-generation nuclear reactors. This alloy present high mechanical resistance at the operation temperature range of these reactors, of the order of 550 °C. This PhD allowed to develop a polycrystalline model based on the description of the viscoplastic dislocation slip at high temperatures, with straightforward implementation and with identification of a limited number of material parameters. The modeling process was progressive. In a first step, we proposed and validated a mean-field elastic-viscoplastic homogenization law, in comparison to numerous finite element calculations, considering crystalline plastic hardening and crystalline viscosity. Then, a model of crystalline viscoplasticity, based on the evolution laws of the different dislocations densities was implemented and the predictions were validated considering a very large number of experimental results at low temperature. The model was then enhanced to take into account the additional physical mechanisms observed at high temperature, such as dislocation climb, dynamic strain aging and the appearance of a very heterogeneous dislocation structure. The proposed model requires the adjustment of only three parameters by inverse identification, using only monotonic tensile tests at different strain rates. The mechanical behavior predictions in uniaxial and cyclic loading are also in good agreement with experimental measurements at high temperature
Knoll, Mickael. „Modélisation multi-échelle de l'effet de la structure héritée sur la déformation des plaques continentales“. Phd thesis, Université Montpellier II - Sciences et Techniques du Languedoc, 2009. http://tel.archives-ouvertes.fr/tel-00369463.
Der volle Inhalt der QuelleAbida, Marwa. „Comportement hygroscopique et couplage hygromécanique dans les composites lin / époxy : approche expérimentale multi-échelle et modélisation“. Thesis, Normandie, 2018. http://www.theses.fr/2018NORMC281/document.
Der volle Inhalt der QuelleFlax fibre reinforcements are nowadays an alternative able to compete with conventional synthetic fibres since they are ecological, economic and have interesting mechanical properties. However, their major drawback is their potentially significant water absorption which affects their mechanical properties. This research project proposes to study the hygroscopic behaviour and hygro-mechanical coupling in flax / epoxy composites. This study is based on a multi-scale experimental approach. A modelling of visco-elasto-plastic behaviour taking into account the hygro-mechanical coupling within flax /epoxy composites is established. The diffusion kinetics in composites were modelled by a Fick law. However, the diffusion kinetics in epoxy were modelled by a Langmuir law. The hygro-expansion coefficients of the composites and the elementary yarns that constitute the fabric reinforcement were determined experimentally. A study of the influence of conditioning until saturation at different relative humidities on the mechanical behaviour in the three main directions of the laminates was conducted. This study showed the existence of an optimal water content for which the mechanical properties are maximum. The emergence of a two-linear-region behaviour was pointed out and attributed to the presence of local heterogeneities within the fabric reinforcement. Creep / recovery and stress relaxation tests were exploited in order to develop a visco-elastoplastic model with consideration of the hygro-mechanical coupling. This model offers good predictive capabilities and could be used to predict the behaviour of flax fibres reinforced composite structures in humid atmospheres
Awarkeh, May. „Investigation of the long-term behaviour of Boom Clay“. Electronic Thesis or Diss., Marne-la-vallée, ENPC, 2023. https://these.univ-paris-est.fr/intranet/2023/TH2023ENPC0001.pdf.
Der volle Inhalt der QuelleThe Belgian National Agency for Radioactive Waste and enriched Fissile Material (ONDRAF/NIRAS) is responsible, since 1980, for the safe management of radioactive waste in Belgium. To study and to demonstrate the feasibility of geological disposal of radioactive waste, an underground research laboratory (URL) was built in the Boom Clay Formation in Mol, Belgium. During the repository construction and exploration, the performance of the natural barrier will change in the long-term, because of the convergence of galleries over time, the evolution of the interaction between Boom Clay and the gallery concrete lining, etc.The present PhD work aims at better understanding the long-term behaviour of Boom Clay through oedometer creep tests, constant rate of strain (CRS) tests, and triaxial creep tests. Moreover, the microstructural mechanisms related to creep and strain rate effects are investigated through mercury intrusion porosimetry (MIP), helping better understand the time-dependent mechanical behavior.The compressive and expansive creep obtained from oedometer tests are strongly dependent on the stress level and the number of unloading/reloading cycles. From the compressibility and creep parameters determined for Boom Clay, it is found that the compressive creep is accelerated under high stress level during loading while the expansive creep reached its maximum at low stress level during unloading. The MIP results performed at different stages of the oedometer creep tests show a microstructure change from unimodal pattern during loading to a bimodal pattern during unloading, highlighting the rearrangement of the clay particles in dense and loose structure, respectively.The CRS tests highlight the strain rate-dependent behaviour of the Boom Clay. This behaviour was deduced from the unique relationship between (σ_v^',ε_v,ε ̇_v) through the compression curves at different strain rates and evidenced by the isotach concept in which the curves move upward with the increase of strain rate. The good agreement between the CRS tests and the IL oedometer creep tests indicates the capability of CRS in determining the compressibility parameters, and also the creep parameter (secondary deformation coefficient) based on the σ_p^'-ε ̇_v relationship.In addition, the axial strain (ε_1) and the radial strain (ε_3) measured during triaxial creep tests are significantly affected by the increases of the deviator stress (q_creep), the increment of the stress level (∆SL), and the effective confining pressure. The volumetric strain (ε_v) showed a transition in behaviour from contraction to dilatancy and vice versa at higher levels of constant q_creep. From triaxial tests on Boom Clay, a creep threshold between 20% and 40% of q_max under effective confining stress (σ_3^') is determined; two creep phases are identified, a secondary creep phase under σ_3^'=4.5 MPa at 90% of q_max, and primary creep for all other q_creep levels; and a relationship between the axial creep strain rate (ε ̇_1) and the current volume change behaviour is established.Finally, a new elasto-viscoplastic (EVP) model, ACC-2 EVP, which is an extension of the ACC-2 elasto-plastic (EP), is developed based on the nonstationary flow surface (NSFS) theory and the unique stress-strain-viscoplastic strain rate concept. The proposed EVP model requires three viscous parameters α,ε ̇_(v,ref)^vp,and p ̅_(c0,ref)^', which can be easily determined from the linear relation between σ_y^' and ε ̇_v^vp obtained from a set of CRS tests. The ACC-2 EVP model is able to describe various viscoplastic behaviours, including rate effects and drained creep. Good agreement between simulations and measurements was obtained, showing the performance of the model
Lusso, Christelle. „Modélisation numérique des écoulements gravitaires viscoplastiques avec transition fluide/solide“. Phd thesis, Ecole Nationale des Ponts et Chaussées, 2013. http://tel.archives-ouvertes.fr/tel-00977866.
Der volle Inhalt der QuelleEl, Khouja Nazek. „Une première approche de la modélisation numérique des écoulements viscoplastiques fonctionnels“. Nantes, 2013. http://archive.bu.univ-nantes.fr/pollux/show.action?id=999c2e52-c900-45e6-b7cd-a7c99f90d0a9.
Der volle Inhalt der QuelleMany complex materials are obtained by transformation a moist granular assembly in a homogeneous viscoplastic paste. This transformation results setting a flow assembly. This is particularly the case concrete mixing. Recent work on the behavior viscoplasticity but also friction. However, only the viscoplastic character seems to have been the subject of mathematical research. In the literature, the Bingham model is used to analyze the viscoplasticity. In this thesis, the frictional character is obtained introducing a dependency pressure in plasticity yield stress Bingham model, named FVL. The work then focuses on the theoretical and numerical study of VFL. For this purpose, three types of problems are analyzed: problem with variable yield stress, FVL with regularized yield stress and discreet FVL. In particular, the existence of a solution is shown, a numerical resolution algorithm based on the existence of a fixed point is designed for non-linearty yield stress and a spatial discretisation by a mixte finite element method bilinear-constant in pressure- velocity and bilinear discontinous for stress is carried out. More, its convergence and robustness are evidenced on different geometry as Couette geometry and flow around a cylinder. Finally, the feasibility of the numerical resolution algorithm is proved in the case of a planetary mixer
Zeng, Tao. „Modélisation multi-échelle des comportements plastiques et viscoplastiques des géomatériaux polycristallins“. Thesis, Lille 1, 2012. http://www.theses.fr/2012LIL10099/document.
Der volle Inhalt der QuelleMost geomaterials are heterogeneous material at different scales. The macroscopic mechanical behavior of these materials depends directly on the mineralogical composition and microstructure as well as their evolution. The present study makes a simple trial to extend the most widely used polycrystalline model in metallography to a typical quasi-brittle geological material--granite. The standard yield criterion and plastic potential are modified to consider the main mechanical features of geomaterial, e.g. pressure sensitivity and plastic dilatancy. The full self-consistent model firstly proposed by Hill is adopted to relate the local fields and overall ones. And the macro response of polycrystal is determined by the classical homogenization process. The numerical implementation of local and macro stress update procedure are given and the possible difficulties encountered are pointed out. The identification of seven micromechanical parameters is briefly described. The validity of the developed model is checked through the comparisons between model's predictions and experimental data on both conventional and true triaxial compression tests, respectively
Martin, Nathan. „Modélisation directe et inverse d'écoulements géophysiques viscoplastiques par méthodes variationnelles - Application à la glaciologie“. Phd thesis, INSA de Toulouse, 2013. http://tel.archives-ouvertes.fr/tel-00920189.
Der volle Inhalt der QuelleGmati, Hela. „Modélisation par champ de phase de la rupture des matériaux solides élastiques et élasto-viscoplastiques“. Thesis, Paris, HESAM, 2020. http://www.theses.fr/2020HESAE010.
Der volle Inhalt der QuelleThe Phase-Field Method (PFM), which has been designed for interfacial problems, provides an attractive framework for the modelling of fracture. The present work aims at developing some constitutive models within the framework of the PFM to model fracture in homogeneous and polycrystalline materials. For this purpose, two different situations have been examined. For the first situation, which is typical of brittle fracture, the development of damage is driven by the accumulation of elastic strain energy. The second situation is the one where damage is controlled by the development of plastic strains, which is quite common for ductile or fatigue fracture.The phase-field model for brittle fracture uses a scalar damage variable to represent the progressive degradation of mechanical resistance. The spatial gradient of the damage variable, which is treated as an additional external state variable, serves regularization purposes and allows considering the surface energy associated with cracks. The deviatoric/spherical decomposition of elastic strain energy is used to consider closure effects. Some material parameters have been introduced to control the impact of deviatoric and spherical contributions on the development of damage. Also, the proposed strategy is adapted to any class of material symmetry. Numerical implementation is undertaken via the finite element method, where nodal degrees of freedom are the displacement and the damage variable. For illustration purpose, the numerical simulations are carried out under both static and dynamic loading conditions.An extension of the above model to plasticity-driven fracture in polycrystalline materials is also proposed. The framework of crystal plasticity has been used for the construction of constitutive relations. To consider the role of plastic strains on the development of damage, the proposed strategy uses the coupling between damage and hardening. The consequence is that the driving force for damage contains some contributions from isotropic and kinematic hardening variables. According to the numerical results, the important features of ductile and fatigue fracture are correctly reproduced
Fleury, Pierre. „Modélisation mathématique et numérique de l'écoulement de fluides viscoplastiques non-Newtoniens : application au filage et au laminage“. Palaiseau, Ecole polytechnique, 1992. http://www.theses.fr/1992EPXX0018.
Der volle Inhalt der QuelleBernaud, Denise. „Tunnels profonds dans les milieux viscoplastiques : approches expérimentale et numérique“. Phd thesis, Ecole Nationale des Ponts et Chaussées, 1991. http://tel.archives-ouvertes.fr/tel-00529719.
Der volle Inhalt der QuelleKharkhour, Hanan. „Modélisation des couplages thermo-hydro-mécaniques et de l'endommagement des roches viscoplastiques dans le contexte du stockage de déchets radioactifs“. Paris, ENMP, 2002. http://www.theses.fr/2002ENMP1196.
Der volle Inhalt der QuelleAbed-Meraim, Farid. „Contributions à la prédiction d'instabilités de type structure et matériau : modélisation de critères et formulation d'éléments finis adaptés à la simulation des structures minces“. Habilitation à diriger des recherches, Université de Metz, 2009. http://tel.archives-ouvertes.fr/tel-00655849.
Der volle Inhalt der QuelleFabre, Géraldine. „Fluage et endommagement des roches argileuses : évolution de la microstructure et modélisation phénoménologique“. Phd thesis, Université Joseph Fourier (Grenoble), 2005. http://tel.archives-ouvertes.fr/tel-00009830.
Der volle Inhalt der QuelleBOIDY, Eric. „Modélisation numérique du comportement différé des cavités souterraines“. Phd thesis, 2002. http://tel.archives-ouvertes.fr/tel-00001546.
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