Dissertations / Theses on the topic 'Crystal Plasticity Finite Element Modelling'
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Zahedi, S. Abolfazl. "Crystal-plasticity modelling of machining." Thesis, Loughborough University, 2014. https://dspace.lboro.ac.uk/2134/14588.
Full textXu, Yilun. "On the development of a multi-scale modelling framework to study plasticity and damage through the coupling of finite element crystal plasticity and discrete dislocation plasticity." Thesis, Imperial College London, 2015. http://hdl.handle.net/10044/1/52630.
Full textDwyer, Liam Paul. "Steps toward a through process microstructural model for the production of aluminium sheet." Thesis, University of Manchester, 2016. https://www.research.manchester.ac.uk/portal/en/theses/steps-toward-a-through-process-microstructural-model-for-the-production-of-aluminium-sheet(cac0d9a4-0bc5-47e1-ac15-689d02c7c1d4).html.
Full textKaramched, Phani Shashanka. "Deformation studies near hard particles in a superalloy." Thesis, University of Oxford, 2011. http://ora.ox.ac.uk/objects/uuid:e740592d-8d82-4c12-9bfe-99901d132b60.
Full textXie, Mengyin. "X-ray and neutron diffraction analysis and fem modelling of stress and texture evolution in cubic polycrystals." Thesis, University of Oxford, 2014. http://ora.ox.ac.uk/objects/uuid:c5f8b36c-4728-4c17-8e2e-82b926200019.
Full textFurstoss, Jean. "Approche numérique de l'évolution microstructurale des péridotites." Thesis, Université Côte d'Azur, 2020. http://www.theses.fr/2020COAZ4066.
Full textThis thesis aims at simulating the microstructural evolutions of upper mantle rocks under thermomechanical conditions representative of the Earth’s lithosphere. Indeed, the mechanical behavior of these rocks controls, at first order, the rheology of the lithosphere and thus of the tectonic plates.The tools used and developed in this work are based on the level-set (LS) formalism allowing an implicit description of the grain boundaries and the modelling of grain boundary migration (GBM) at the polycrystal scale. Thus, the microstructural evolutions are simulated in a robust and efficient finite element (FE) framework allowing a coupling with crystal plasticity (CP) calculations which allows to describe the mechanical behavior of the rock.A first large part of this thesis is devoted to the deformation-free grain growth (GG) in peridotites. Firstly we show that the GG kinetics of olivine (major phase of peridotites), considering only capillarity force, is not in agreement with the natural constraints on the GG kinetics of peridotites. Secondly, it is shown that the introduction of secondary phases such as pyroxenes and spinels can slow GG but is not sufficient to reach kinetics compatible with natural constraints. Finally, it is proposed that impurities play an important role in the GG kinetics of mantel rocks and that taking them into account allows reconciling the constraints coming from laboratory experiments and natural observations.In a second part of the thesis, the constitutive model used to describe the mechanical behavior of olivine in a CP framework is presented. The manipulation of the different tensors in this numerical framework is based on the construction of particular tensor bases considering the symmetries of the crystal and allowing the use of anisotropic elasticity in a straightforward and natural way. The mixed FE velocity-pressure formulation is also modified to take into account the elastic anisotropy. This way of describing the deformation is then enriched with a relaxation mechanism supposed to represent the various processes, other than dislocation glide, accommodating deformation in olivine polycrystals. This description is then coupled with the LS formalism to simulate the microstructural evolutions of an olivine aggregate during deformation. This numerical framework is finally used to study the strain localization in olivine polycrystals along different types of pre-existing shear zones.Finally, the limits and perspectives of the development of numerical formalism to arrive at a faithful description of the microstructural evolutions of a mantle rocks within the lithospheric thermomechanical conditions are discussed
Al-Harbi, Hamad F. "Crystal plasticity finite element simulations using discrete Fourier transforms." Diss., Georgia Institute of Technology, 2013. http://hdl.handle.net/1853/51788.
Full textKabir, Saiful. "Finite element modelling of photonic crystal fibres." Thesis, City University London, 2007. http://openaccess.city.ac.uk/8592/.
Full textHiett, Ben. "Photonic crystal modelling using finite element analysis." Thesis, University of Southampton, 2002. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.274031.
Full textAlankar, Alankar. "Development of a 3D microstructure sensitive crystal plasticity model for aluminum." Pullman, Wash. : Washington State University, 2010. http://www.dissertations.wsu.edu/Dissertations/Spring2010/A_Alankar_020910.pdf.
Full textWillman, E. J. "Three dimensional finite element modelling of liquid crystal electro-hydrodynamics." Thesis, University College London (University of London), 2009. http://discovery.ucl.ac.uk/16162/.
Full textLloyd, Jeffrey Townsend. "Implications of limited slip in crystal plasticity." Thesis, Georgia Institute of Technology, 2010. http://hdl.handle.net/1853/34808.
Full textLu, Jiawa. "Material characterisation and finite element modelling of the cyclic plasticity behaviour of steels." Thesis, University of Nottingham, 2016. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.716486.
Full textTedjaseputra, Erik Nugroho. "Numerical Simulations of Microstructure-based Crystal Plasticity Finite Element Model for Titanium and Nickel Alloys." The Ohio State University, 2012. http://rave.ohiolink.edu/etdc/view?acc_num=osu1325084673.
Full textSrivastava, Ankit. "Void Growth and Collapse in a Creeping Single Crystal." Thesis, University of North Texas, 2011. https://digital.library.unt.edu/ark:/67531/metadc84281/.
Full textMayeur, Jason R. "Generalized continuum modeling of scale-dependent crystalline plasticity." Diss., Georgia Institute of Technology, 2010. http://hdl.handle.net/1853/39635.
Full textWarner, Matthew David. "Finite element biphasic modelling of articular cartilage : an investigation into crystal induced damage." Thesis, University of Bath, 2000. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.341685.
Full textShahi, Mohsen. "Crystal plasticity finite element modeling of slip system activity and post-localization behavior in magnesium alloys." Thesis, McGill University, 2009. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=32254.
Full textAu cours des dernières années, l'application de métaux légers a augmenté dans diverses industries. Le magnésium, le plus léger des métaux structuraux, et ses alliages ont acquis une attention particulière et, par conséquent, l'intérêt pour la modélisation du comportement de ces métaux a augmenté. Dans des nombreuses études, l'objectif a été de trouver les moyens d'améliorer la formabilité des alliages de Mg. Dans cette thèse, l'effet de l'activité du système de glissage sur le comportement de l'alliage de Mg dans les zones de pré- et post-localisation est examiné. Un modèle de plasticité cristalline disponible, qui prend en compte la texture initiale du matériau et de son évolution avec la déformation, est modifié pour le cas des matériaux à structure hexagonale compacte, et, ensuite, mis en œuvre dans le programme de calculs d'éléments finis, ABAQUS. Employant la méthode des éléments finis à plasticité cristalline (EFPC), le lien entre la microdéformation sur les systèmes de glissages des alliages du Mg et la réponse à l'échelle macroscopique de ces métaux est établie. Le modèle est vérifié pour le cas des monocristaux de Mg qui sont fortement anisotropes. La taille minimale prescrite de l'élément volumique représentatif (EVR), c'est-à-dire le nombre minimal de grains et le degré d'hétérogénéité dans chaque grain requis dans la modélisation EFPC des alliages du Mg, est déterminée. Ensuite, le rôle des différents systèmes de glissage dans les alliages Mg est étudié. Les effets de la sensibilité à la vitesse de déformation sur le comportement du matériau aux échelles micro- et macroscopique et le$
Han, Songlin. "High temperature deformation modelling and finite element implementation for single crystal turbine blade materials." Thesis, University of Bristol, 2000. http://hdl.handle.net/1983/943aaa75-6406-4a06-9250-9b0ae85a5eae.
Full textRoters, Franz [Verfasser]. "Advanced material models for the crystal plasticity finite element method : development of a general CPFEM framework / Franz Roters." Aachen : Hochschulbibliothek der Rheinisch-Westfälischen Technischen Hochschule Aachen, 2011. http://d-nb.info/1018181369/34.
Full textZeng, Wei. "Advanced Development of Smoothed Finite Element Method (S-FEM) and Its Applications." University of Cincinnati / OhioLINK, 2015. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1439309306.
Full textJohnston, Stephen R. "FINITE ELEMENT SIMULATIONS OF THREE-DIMENSIONAL MICROSTRUCTURALLY SMALL FATIGUE CRACK GROWTH IN 7075 ALUMINUM ALLOY USING CRYSTAL PLASTICITY THEORY." MSSTATE, 2005. http://sun.library.msstate.edu/ETD-db/theses/available/etd-10242005-133331/.
Full textThomas, Joshua Michael. "Simulating the mechanical response of titanium alloys through the crystal plasticity finite element analysis of image-based synthetic microstructures." The Ohio State University, 2012. http://rave.ohiolink.edu/etdc/view?acc_num=osu1325088641.
Full textO'Meara, Nicholas. "Developing material models for use in finite element predictions of residual stresses in ferritic steel welds." Thesis, University of Manchester, 2016. https://www.research.manchester.ac.uk/portal/en/theses/developing-material-models-for-use-in-finite-element-predictions-of-residual-stresses-in-ferritic-steel-welds(0f2cfa95-1d35-42be-b224-665252950efc).html.
Full textShi, Qiwei. "Experimental and numerical studies on the micromechanical crystal plasticity behavior of an RPV steel." Thesis, Université Paris-Saclay (ComUE), 2018. http://www.theses.fr/2018SACLN009/document.
Full textThe PhD project is devoted to the study of the mechanical response of the reactor pressure vessel steel A508cl3 (or 16MND5 in French nomenclature) at the microscopic scale by experimental analyses and numerical simulations. Different aspects of in-situ tests inside an SEM chamber have been considered. First, the characterization and corrections of bias and uncertainties of different SEM imaging modalities (SE, BSE, and EBSD) have been performed. Precise registrations of SEM images in different modalities have been developed in order to give a comprehensive description of the sample surface topographies. Crystallographic orientation maps (from EBSD analyses) are registered to measure the crystal rotation and displacement fields along the tensile test. The elastic deformations of the surface are assessed by integrated correlation of high-resolution electron diffraction images. The 3D microstructure of the analyzed sample is revealed a posteriori by combining FIB milling andEBSD images.The experimental test is also simulated by crystal plasticity calculations on a 3D mesh created according to the 3D microstructure observed in the deformed configuration. An algorithm has been proposed to estimate its initial configuration and to identify the plastic parameters iteratively. A synthetic 2D model has been used to prove its feasibility. Two crystal plasticity laws have been validated on the 3D mesh, namely dislocation dynamics for body-centered cubic crystals and a modified version of Méric-Cailletaud model. In thepresent work finite element model updating was used to provide two sets of parameters (for ferrite and bainite) for the latter law
Fromm, Bradley S. "Linking phase field and finite element modeling for process-structure-property relations of a Ni-base superalloy." Thesis, Georgia Institute of Technology, 2012. http://hdl.handle.net/1853/45789.
Full textHoang, Ha. "Modélisation numérique de la plasticité des transformations de phase diffusives à l'état solide." Thesis, Rouen, INSA, 2008. http://www.theses.fr/2008ISAM0019.
Full textDuring the solid-solid phase transformation of a steel, the interaction between new phase and parent phase, each having its own properties, leads to accommodation stresses in the vicinity of the interface between phases. Dislocations are thus produced in the parent phase, the one which has the lowest yield stress. If an external loading stress -even small- is exerted during the transformation, dislocations result to a permanent strain at the macroscopic scale, in the direction of the load. This strain is called transformation plasticity or TRIP (TRansformation Induced Plasticity); only dedicated models can predict it. This plasticity may also be observed without any external load during the transformation, if the austenitic phase as been pre-hardened just before the transformation. In this latter case, current transformation plasticity models do not always provide correct predictions as compared to experimental observations. A numerical modelling of the mechanical consequences of diffusive transformations is proposed in this work. It is meant to identify the mechanisms which are responsible for the plasticity induced by such transformations for all cases of loading. The finite elements method is used to solve the problem of the mechanical interaction between phases at any instant of the transformation. This gives access to a local description of the stress and strain fields due to this interaction. In a first approach of the modelling inspired from most current transformation plasticity models, a single growing particle interacting with its mother phase is considered. This allows to analyse the hypothesis on mechanical fields according to which analytical formulations of transformation plasticity can be obtained. This approach has then been extended to the case of a homogeneous medium in which nuclei appear randomly in time and space, with prescribed distribution laws. With this improved approach, the importance of the spatial density of nuclei and of the rate of nucleation on TRIP predictions could be evidenced. Besides, this approach provides the basis of a modelling of diffusive transformation in a crystalline heterogeneous material, where the effective properties are determined by ensemble averaging over multicrystals. With both approaches, a correct qualitative agreement with experimental measures could be obtained, in the classical case of constant load during the transformation as well as concerning the consequences of a pre-hardening
Nguyen, Pham the nhan. "Identification inverse d'un modèle de plasticité cristalline pour un zinc pur à l'aide de tests de nanoindentation et de simulations par éléments finis." Thesis, Reims, 2020. http://www.theses.fr/2020REIMS001.
Full textThe identification of certain behavior laws of remains delicate especially for nonlinear behaviors. Several identification strategies have been developed based mainly on the experiment-calculation dialogue. The experimental part consists in measuring one or more physical quantities which characterize the behavior of the tested material and the theoretical part makes it possible to calculate these same quantities. To go back to the material properties sought, an agreement between the quantities measured and calculated must be aimed at. In this thesis, we are interested in zinc, which is a polycrystalline material. It is modeled through crystal plasticity laws that predict its mechanical behavior under complex loadings and the evolution of its microstructure. The crystal plasticity laws implemented in the commercial software Abaqus by Huang and Marin that we adapted to the case of zinc were used. The step of identifying these non-linear laws is based on an inverse approach that takes into account the heterogeneities of the deformations at the grain scale. For this, we used the nanoindentation test which is a heterogeneous test to extract more information than the homogeneous tests. For this purpose, and to characterize the crystal plasticity of zinc, we used the load - penetration depth curves and the displacement profiles measured on the residual imprint on grains of different crystallographic orientations measured by EBSD. The confrontation of the experimental and numerical results show the good agreement between the experimental data and the identified models. The results obtained made it possible to characterize the deformation mechanisms of zinc single crystals
Lillemo, Dennis. "Modelling masonry spires : An investigation." Thesis, KTH, Betongbyggnad, 2021. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-301245.
Full textMurade tornspiror är en vanlig takkonstruktion inom kyrkoarkitekturen. Eftersom det numera är sällsynt att murverk fungerar som lastbärande material i västvärlden, är det viktigt att upprätthålla och utöka kunskapen om murverkskonstruktioner för både underhåll och nybyggnation. Syftet med denna masteruppsats är att betrakta och utvärdera några olika modelleringsmetoder för murade tornspiror som är utsatta för några typiska laster såsom egentyngd, sättningar och vind. Katedralen i Salisbury används som en modelleringsmall i uppsatsen med avseende på katedralens geometri och materialegenskaper. Två modelleringsmetoder används i uppsatsen. Den första är gränsanalys tillämpad på murverkskonstruktioner. Den används för att beräkna en kritisk tjocklek för tornspiran under en stor vindlast. Den andra metoden är Finita Elementmetoden (FEM). Den kommersiella finita elementprogramvaran Abaqus används för finita elementanalysen och diskretiseringen som används för murverket i finita elementmodellen är makromodellering. Concrete Damage Plasticity (CDP) i Abaqus används som materialmodell och anpassas för murverk. Finita elementmodellen består utav själva tornspiran inklusive de bärande delarna under spiran och ned till pelarna. Fyra olika simuleringar ("jobb") körs med vindlast som angriper från olika riktningar och två av simuleringarna har pelare som sätter sig. Resultaten från simuleringarna visar att membranspänningarna i tornspirans väggar, för de olika jobben, inte skilde sig i någon betydelig grad från varandra. Ett av jobben med pelare som satte sig kunde inte köras klart eftersom dragspänningarna i valvbågarna överskred draghållfastheten på murverket i modellen. Den andra simuleringen med sättningar som kördes klart uppvisade inte några avsevärda skillnader i spänningar i tornspiran jämfört med simuleringarna utan sättningar. Medan plastiska töjningar uppkom i både valvbågarna och pelarna i modellen, uppkom de inte i tornspiran. Spänningsnivåerna i tornspiran var inom det linjära intervallet för alla simuleringar. Resultaten från finita elementanalysen stämde överens med resultaten från gränsanalysen. Analysresultaten ifrågasätter vissa av modelleringsvalen. Att inkludera de bärande delarna under tornspiran i finita elementmodellen, för att undersöka effekten av sättningar, gav inte en större insikt i hur sättningar påverkar tornspiran. Dessutom, var metoden för att tillämpa sättningar för oprecis och en annan metod borde användas. Mer arbete måste utföras vad gäller det ämnet. Sättet att tillämpa CDP för murverk kan också förbättras.
Pushkareva, Marina. "Study of Void Growth in Commercially Pure Titanium." Thesis, Université d'Ottawa / University of Ottawa, 2017. http://hdl.handle.net/10393/35667.
Full textGong, Jicheng. "Microstructural features and mechanical behaviour of lead free solders for microelectronic packaging." Thesis, Loughborough University, 2007. https://dspace.lboro.ac.uk/2134/15102.
Full textFredriksson, Per. "Modelling and simulation of plastic deformation on small scales : interface conditions and size effects of thin films." Doctoral thesis, Stockholm : Hållfasthetslära, Kungliga Tekniska högskolan, 2008. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-4652.
Full textCastelluccio, Gustavo Marcelo. "A study on the influence of microstructure on small fatigue cracks." Diss., Georgia Institute of Technology, 2012. http://hdl.handle.net/1853/44719.
Full textRenner, Emile. "Vers l’identification d’une loi de plasticité monocristalline par analyse topographique d’empreintes de nanoindentation Berkovich." Thesis, Besançon, 2016. http://www.theses.fr/2016BESA2059/document.
Full textIn this thesis, a method is developed to analyse the residual topographies obtained by Berkovich nanoindentation tests on three face-centered cubic (FCC) polycrystalline nickel samples. The purpose is to measure the information richness of imprints for identifying all or part of parameters of a single crystal plasticity law. The experimental part consists in creating a residual topography database by atomic force microscopy (AFM) measurements on the samples. Pile-up distributions and sizes are largely sensitive to the indenter/grain relative orientation and the hardening rate. The topographies are true “fingerprints” of the plasticity mechanism at the grain scale. A 3D finite element (FE) modelling of nanoindentation test is developed using the code ZeBuLon and making use of the Méric-Cailletaud law. Numerical results show a good agreement with experimental observations and are largely sensitive to the indenter/grain relative orientation and the plastic parameters, including the interaction matrix coefficient specifying the interaction between dislocations on different slip systems. To measure the imprint information content, an identifiability index is proposed. Its calculation is based on the multicollinearity among the sensitivity vectors of topographies to the law parameters. According to the considered topographies, it measures if the numerical model updating problem is ill-posed. The results show that four to five parameters of the Méric-Cailletaud law can be identified by considering two topographies. This work paves the way for identifying the material behaviour at the grain scale using parametric identifiability
Rukavina, Ivan. "Cyber-physics intrinsic modelling for smart systems." Thesis, Compiègne, 2021. http://bibliotheque.utc.fr/EXPLOITATION/doc/IFD/2021COMP2581.
Full textIn this thesis, a multi-scale and multi-physics coupling computation procedure for a 2D and 3D setting is presented. When modeling the behavior of a structure by a multi-scale method, the macro-scale is used to describe the homogenized response of the structure, and the micro-scale to describe the details of the behavior on the smaller scale of the material where some inelastic mechanisms, like damage or plasticity, can be taken into account. The micro-scale mesh is defined for each macro-scale element in a way to fit entirely inside it. The two scales are coupled by imposing a constraint on the displacement field over their interface. The computation is performed using the operator split solution procedure on both scales, using the standard finite element method. In a 2D setting, an embedded discontinuity is implemented in the Q4 macroscale element to capture the softening behavior happening on the micro-scale. For the micro-scale element, a constant strain triangle (CST) is used. In a 3D setting, a macro-scale tetrahedral and hexahedral elements are developed, while on the micro-scale Timoshenko beam finite elements are used. This multi-scale methodology is extended with a multi-physics functionality, to simulate the behavior of a piezoelectric material. An additional degree of freedom (voltage) is added on the nodes of the 3D macro-scale tetrahedral and hexahedral elements. For the micro-scale element, a Timoshenko beam element with added polarization switching model is used. Also, a multi-scale Hellinger- Reissner formulation for electrostatics has been developed and implemented for a simple electrostatic patch test. For implementing the proposed procedure, Finite Element Analysis Program (FEAP) is used. To simulate the behavior on both macro and micro-scale, FEAP is modified and two different version of FEAP code are implemented – macroFEAP and microFEAP. For coupling, the two codes are exchanging information between them, and Component Template Library (CTL) is used. The capabilities of the proposed multi-scale approach in a 2D and 3D pure mechanics settings, but also multi-physics environment have been shown. The theoretical formulation and algorithmic implementation are described, and the advantages of the multi-scale approach for modeling heterogeneous materials are shown on several numerical examples
Prasannavenkatesan, Rajesh. "Microstructure-sensitive fatigue modeling of heat treated and shot peened martensitic gear steels." Diss., Atlanta, Ga. : Georgia Institute of Technology, 2009. http://hdl.handle.net/1853/31713.
Full textCommittee Chair: David L. McDowell; Committee Member: G. B. Olson; Committee Member: K. A. Gall; Committee Member: Min Zhou; Committee Member: R. W. Neu. Part of the SMARTech Electronic Thesis and Dissertation Collection.
Gmati, 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.
Full textThe 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
Zouaghi, Ahmed. "Modélisation multi-échelle du comportement non linéaire et hétérogène en surface de l'acier AISI H11." Thesis, Ecole nationale des Mines d'Albi-Carmaux, 2015. http://www.theses.fr/2015EMAC0008/document.
Full textAISI H11 martensitic tool steels are critical mechanical components that behaviour during service is drastically linked to their internal structures and their possible evolution. Their manufacture processes are often at the origin of microstructural changes at the surface, namely the morphology of martensitic laths, the crystallographic orientations, the internal hardening state and the surface profile These aspects can potentially alter the mechanical performance of AISI H11 martensitic steel. In order to get better insight into and optimize its mechanical behaviour, a multi-scale approach involving an experimental investigation and a numerical treatment is taken in this work.The experimental investigation focuses to reproduce, at the laboratory scale, equivalent surfaces to those resulting from tool steels manufacture processes. Specific characterization techniques, namely SEM, EBSD, nanoindentation and altimetry enable to highlight a stereology gradient of the material in surface and sub-surface. The induced local heterogeneities consist in morphology of martensitic laths and crystallographic orientations, internal hardening state and surface profile. In-situ mechanical tests with digital image correlation technique (DIC) are carried out for monotonous quasi-static and tension-tension cyclic loads. An investigation of the local mechanical fields at the surface is thus performed and allows to analyze the localizations schemes of nonlinear strains which are related to stereological artifacts.The numerical treatment is focused on a multi-scale modelling, and more particularly on finite element calculations on virtual microstructures which are generated by Voronoi tesselations. The latters are carried out such that to reproduce martensitic structures and consider a specific orientation relationship between martensitic laths and parent austenitic grains (i.e. Kurdjumov-Sachs) after the heat treatment. The constitutive equations of the (elasto-viscoplastic) crystal plasticity of Méric-Cailletaud are implemented in the finite element code Abaqus in the context of the small strain assumption and the finite strain theory. The formulation of the model in the context of finite strain theory is is given a spatial description where the notion of objective derivative, namely the so called one of Oldroyd or Truesdell, is used in such a way that such formulation is equivalent to a Lagrangian description.The numerical treatment has allowed to qualitatively reproduce the localization patterns at the surface which have been highlighted in the experimental investigation. The influence of the different stereological parameters mentioned above on the local mechanical fields was analyzed. By this approach, it was possible to highlight some elementary mechanisms including interaction and surface effects. Finally, it was found that the inclusion of lattice rotations via the theory of finite strain allows to release certain areas of mechanical fields localization that are related to stereological artifacts
Vu, Hoang Sinh. "Simulations numériques et mesures expérimentales du comportement mécanique de films minces, effets d'echelles." Thesis, Grenoble, 2013. http://www.theses.fr/2013GRENI105.
Full textGuillotin, Alban. "Étude de la rugosité de surface induite par la déformation plastique de tôles minces en alliage d'aluminium AA6016." Phd thesis, Ecole Nationale Supérieure des Mines de Saint-Etienne, 2010. http://tel.archives-ouvertes.fr/tel-00716025.
Full textLiang, Xiaoyu. "Comportement en fatigue à grand nombre de cycle d’un acier inoxydable 316L obtenu par fabrication additive : effets de la microstructure, de la rugosité et des défauts." Thesis, Paris, HESAM, 2020. http://www.theses.fr/2020HESAE017.
Full textThis study aims to investigate the influence of both the microstructure and surface defects on the high cycle fatigue (HCF) behavior of a 316L stainless steel obtained by additive manufacturing (AM). Surface defects and microstructure are dominant factors of fatigue behavior, while the AM materials often exhibit distinguished surface state and microstructure compared to conventional materials. The current study begins with an investigation of the material properties that are related to fatigue behavior. Microstructure observations of the powder and fabricated specimens are undertaken. Profilometry and tomography analyses make the inherent defects visible. The hardness, elastic behavior and elastic-plastic behavior are studied via mechanical tests. Then, load-controlled fatigue tests concerning different surface-treated specimens under different loading types are conducted. To reveal the mechanism of fatigue failure in the studied specimens, a comprehensive fractography analysis is carried out. Experimental research reveals the weakening of fatigue strength due to lack-of-fusion defects. Yet, the effect of the microstructural attributes is difficult to evaluate without numerical tools. A preliminary numerical study about the application of the non-local method in an explicit microstructure sensitive model is undertaken to complement the microstructure-sensitive modeling framework. Based on the data collected in the experimental campaign, a finite element model that can take into consideration of the defects and the microstructure of the SLM SS 316L is built up. Finite element analyses are performed with both cubic elasticity and polycrystal plasticity constitutive laws. With the help of the statistical method, the results from the FE model are used to quantitatively assess the influence of surface roughness and microstructural attributes on the fatigue performance of SLM SS 316L
Chung-ShaoSun and 孫仲紹. "Simulation of Flow Curve and Rolling Texture of Polycrystalline Copper Using Crystal Plasticity Finite Element Method (CP-FEM)." Thesis, 2019. http://ndltd.ncl.edu.tw/handle/766b34.
Full text"3D Modeling of Incipient Spall Damage in Shocked FCC Multicrystals." Doctoral diss., 2013. http://hdl.handle.net/2286/R.I.16458.
Full textDissertation/Thesis
Ph.D. Mechanical Engineering 2013
Abdolvand, Hamidreza. "MULTI-SCALE MODELING AND EXPERIMENTAL STUDY OF DEFORMATION TWINNING IN HEXAGONAL CLOSE-PACKED MATERIALS." Thesis, 2012. http://hdl.handle.net/1974/7095.
Full textThesis (Ph.D, Mechanical and Materials Engineering) -- Queen's University, 2012-04-23 11:50:33.751
(8464098), Veerappan Prithivirajan. "MODELING FATIGUE BEHAVIOR OF ADDITIVELY MANUFACTURED NI-BASED SUPERALLOYS VIA CRYSTAL PLASTICITY." Thesis, 2020.
Find full textShantharajanna, H. R. "Elasto-Plastic Modelling Of Fine Grained Soils - A Variable Moduli Approach." Thesis, 1995. http://etd.iisc.ernet.in/handle/2005/2192.
Full text(7038047), Anudeep Padmanabhan. "Fatigue Analysis of 3D Printed 15-5 PH Stainless Steel - A Combined Numerical and Experimental Study." Thesis, 2019.
Find full textQureshi, J., and Dennis Lam. "Behaviour of Headed Shear Stud in Composite Beams with Profiled Metal Decking." 2012. http://hdl.handle.net/10454/5917.
Full textAzeiteiro, Ricardo José Novo. "Numerical simulation of liquefaction-related phenomena." Doctoral thesis, 2021. http://hdl.handle.net/10316/95382.
Full textLiquefaction-related phenomena are a major concern for modern societies, at least in seismically active zones, due to their massive destructive potential, capable of causing great economic losses, social disruption and loss of life. Although the great development of numerical tools in recent years has extended the possibilities of performance-based design, it has also revealed the need for more reliable constitutive models, capable of simulating the mechanisms involved in these complex phenomena. In this thesis, a bounding surface plasticity model is implemented into the finite element code FEMEPDYN, developed at the University of Coimbra, and applied to the simulation of liquefaction-related phenomena induced by cyclic loading and observed in element laboratory tests and centrifuge experiments. In the first part of this thesis, the outcome of an extensive laboratory testing programme performed on Hostun sand is presented, including results of bender element tests, as well as of drained and undrained monotonic triaxial compression and extension tests, allowing for the characterisation of the monotonic response of Hostun sand within the very small to large strain range. The effects of the void ratio, consolidation stress state and stress path on the measured response are discussed. Moreover, a state-parameter approach is used in conjunction with critical state soil mechanics concepts to characterise the distinctive states of the response of sand, namely the undrained instability, phase transformation, peak stress ratio, and critical states. The stress-dilatancy characteristics of sand are also investigated. In addition, results of a series of drained and undrained cyclic triaxial tests carried out on Hostun sand are used to assess the key aspects of its cyclic response, including the reduction of the secant shear stiffness and concurrent increase in damping ratio with strain amplitude, the generation of excess pore water pressure with cyclic loading and the undrained cyclic resistance. The second part of this thesis includes a comprehensive description of a bounding surface plasticity model proposed in the literature and adopted in the present study. To increase the overall flexibility and expand the modelling capabilities of the constitutive model, two modifications are introduced to its formulation. Attention is subsequently given to its implementation into the finite element code FEMEPDYN. The operations required in each step of the stress integration scheme are thoroughly described, giving particular emphasis to the operations required by the co-existence of the two yield surfaces of the constitutive model. Validation exercises comprising the simulation of both element laboratory tests and centrifuge experiments and the comparison of the obtained results with those reported in the literature are presented afterwards. The third and final part of this thesis starts with the calibration of the constitutive model against the results of element laboratory tests performed on Hostun sand during the first stage of the research. Subsequently, the ability of the constitutive model to reproduce the response of Hostun sand measured in the laboratory is explored in detail, enabling to characterise the merits and pitfalls of the constitutive model. Its performance is further evaluated by simulating two dynamic centrifuge experiments presented in the literature concerning the performance of shallow foundations resting on saturated deposits of Hostun sand subjected to dynamic loading causing liquefaction. The obtained results suggest that the numerical tool is able to capture accurately important aspects of the sand-structure interaction observed in the centrifuge experiments, such as the generation of large excess pore pressures in sand induced by the applied dynamic loading and consequent alteration of the input motion due to the reduction of sand’s stiffness, as well as the progressive accumulation of large structural settlement with dynamic loading. Furthermore, the impacts of both densification and closely spaced high-capacity vertical drains on the mitigation of liquefaction effects seem also adequately captured in the numerical analysis.
Os fenómenos associados a liquefação são uma preocupação para as sociedades modernas, nomeadamente quando localizadas em zonas sísmicas ativas, devido ao seu enorme potencial de destruição, capaz de provocar elevados prejuízos económicos, alteração ao normal funcionamento da sociedade e perda de vidas humanas. Apesar do grande desenvolvimento de ferramentas numéricas verificado nos últimos anos ter aumentado as possibilidades do uso do dimensionamento baseado no desempenho das estruturas na prática, este progresso também evidenciou a necessidade do desenvolvimento de modelos constitutivos mais robustos, capazes de simular os mecanismos envolvidos neste tipo de fenómenos. Nesta tese, um modelo baseado na teoria bounding surface plasticity é implementado no código de elementos finitos FEMEPDYN, desenvolvido na Universidade de Coimbra, e utilizado para a simulação de fenómenos associados a liquefação induzida por carregamentos cíclicos e observada ensaios elementares de laboratório e ensaios de centrifugadora. Na primeira parte desta tese, são apresentados os resultados obtidos num extenso programa de ensaios elementares realizados sobre a areia de Hostun, incluindo ensaios de bender elements e ensaios triaxiais de compressão e de extensão drenados e não drenados, os quais permitem a caracterização da resposta monotónica da areia de Hostun no domínio das muito pequenas a grandes deformações. Os efeitos do índice de vazios, do estado de tensão na consolidação das amostras e da trajectória de tensão na resposta medida no laboratório são aí discutidos. Para além disso, é utilizada uma metodologia com um parâmetro de estado em conjunto com conceitos de mecânica dos solos de estado crítico para caracterizar estados distintos da resposta de areias, nomeadamente os relativos a instabilidade em condições não drenadas, a transformação de fase, ao valor de pico do rácio de tensão e ao estado crítico. As características da relação entre o estado de tensão e a dilatância de areias são também investigadas. Para complementar, são utilizados resultados obtidos em ensaios triaxiais cíclicos em condições drenadas e não drenadas sobre a areia de Hostun para caraterizar os aspectos principais da sua resposta cíclica, incluindo a redução da rigidez secante ao corte acompanhada do aumento do amortecimento com o nível de extensão, a geração de pressões de água nos poros com o carregamento cíclico e a resistência cíclica não drenada. A segunda parte da tese inclui uma descrição detalhada do modelo baseado na teoria bounding surface plasticity proposto na bibliografia e adotado neste estudo. Para aumentar a versatilidade do modelo, assim como as suas capacidades de modelação, são introduzidas duas modificações na sua formulação. De seguida, apresenta-se a implementação do modelo no código de elementos finitos FEMEPDYN. As operações necessárias em cada passo do método de integração são descritas em detalhe, dando especial atenção às operações requeridas pela coexistência de duas superfícies de cedência no modelo constitutivo. São finalmente apresentados exemplos de validação, incluindo a simulação de ensaios de laboratório elementares e de centrifugadora, comparando-se os resultados obtidos neste estudo com os que estão descritos na bibliografia. A terceira e última parte da tese começa por descrever a calibração do modelo constitutivo utilizando os resultados dos ensaios de laboratório elementares realizados sobre a areia de Hostun durante a primeira fase do trabalho de investigação. De seguida, a capacidade do modelo para reproduzir a resposta medida no laboratório é explorada em detalhe, permitindo a caracterização das capacidades e limitações do modelo constitutivo. O seu desempenho é posteriormente avaliado através da simulação de dois ensaios dinâmicos de centrifugadora, cujos resultados são apresentados na bibliografia, acerca do desempenho de fundações superficiais assentes em depósitos saturados de areia de Hostun quando sujeitas a ações dinâmicas causando liquefação. Os resultados obtidos sugerem que a ferramenta numérica é capaz de prever, de forma adequada, aspectos importantes da interação solo-estrutura observados nos ensaios de centrifugadora, tais como a geração de pressões de água nos poros elevadas no depósito de areia devido ao carregamento dinâmico e a consequente alteração da acção dinâmica aplicada na base do modelo devido à redução da rigidez ao corte da areia, bem como a progressiva acumulação de elevados assentamentos estruturais com o carregamento dinâmico. Para além disso, os impactos da densificação da areia e da introdução de uma malha densa de drenos verticais de alta capacidade na mitigação dos efeitos de liquefação também parecem ser adequadamente simulados na análise numérica.
(8741097), Ritwik Bandyopadhyay. "ENSURING FATIGUE PERFORMANCE VIA LOCATION-SPECIFIC LIFING IN AEROSPACE COMPONENTS MADE OF TITANIUM ALLOYS AND NICKEL-BASE SUPERALLOYS." Thesis, 2020.
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