Fine-grained high-strength concrete has already been tested extensively regarding its uniaxial strength. However, there is a lack of research on the multiaxial performance. In this contribution, some biaxial tests are investigated in order to compare the multiaxial load-bearing behaviour of fine-grained concretes with that of high-strength concretes with normal aggregate from the literature. The comparison pertains to the general biaxial load-bearing behaviour of concrete, the applicability of already existing fracture criteria and the extrapolation for the numerical investigation. This provides an insight into the applicability of existing data for the material characterisation of this fine-grained concrete and, in particular, to compensate for the lack of investigations on fine-grained concretes in general. It is shown, that the calibration of material models for fine-grained concretes based on literature results or normal-grained concrete with similar strength capacity is possible, as long as the uniaxial strength values and the modulus of elasticity are known. For the numerical simulation, a Microplane Drucker–Prager cap plasticity model is introduced and fitted in the first step to the biaxial compression tests. The model parameters are set into relation with the macroscopic quantities, gained from the observable behaviour of the concrete under uniaxial and biaxial compressive loading. It is shown that the model is able to capture the yielding and hardening effects of fine-grained high-strength concrete in different directions.

Submitted by Alison Vanceto (alison-vanceto@hotmail.com) on 2016-12-19T10:10:32Z No. of bitstreams: 1 DissFSM.pdf: 13052828 bytes, checksum: d7bc48b1bd94b3c0b5c9de86b2b4f85d (MD5) / Approved for entry into archive by Marina Freitas (marinapf@ufscar.br) on 2017-01-16T17:50:01Z (GMT) No. of bitstreams: 1 DissFSM.pdf: 13052828 bytes, checksum: d7bc48b1bd94b3c0b5c9de86b2b4f85d (MD5) / Approved for entry into archive by Marina Freitas (marinapf@ufscar.br) on 2017-01-16T17:50:20Z (GMT) No. of bitstreams: 1 DissFSM.pdf: 13052828 bytes, checksum: d7bc48b1bd94b3c0b5c9de86b2b4f85d (MD5) / Made available in DSpace on 2017-01-16T17:50:29Z (GMT). No. of bitstreams: 1 DissFSM.pdf: 13052828 bytes, checksum: d7bc48b1bd94b3c0b5c9de86b2b4f85d (MD5) Previous issue date: 2016-08-05 / Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES) / One of the methods for the processing of refractory material is cold pressing of the powder material, followed by sintering. Heterogeneous distribution of density can occur in the green compact during pressing because of the friction between the particles of the material and the pressing tools, that may hinder the sintering step. In this context, the simulation of the pressing process constitutes an important tool for the study and improvement of this step, to obtain green compacts with good microstructural homogeneity and also analyze the pressing tools to optimize its design in industrial applications. The identification of a constitutive model to represent the powder material is required to perform the simulation and it is the most complex step. The Drucker-Prager/Cap model implemented in the commercial software of finite elements, AbaqusTM, is suitable primarily for soil compaction study and is able to simulate the mechanical compaction of particulate materials. The parameters of this model have been obtained for a silico-aluminous refractory by a combination of simple, diametrical and hydrostatic compression tests. In studies available in the literature, the material models are partially identified, and in many cases, inadequate simplifications are applied. This study aimed to identify the parameters of the material model more precisely using the digital images correlation technique in the mechanical tests, which enabled a greater understanding of the yielding mechanisms and the achievement of data not obtained by conventional techniques. This methodology allowed the identification of a constitutive model and it was valitaded by the good agrrement between experimental results and those obtained in computer simulations, applied to a uniaxial case followed by isostatic pressing. / Um dos métodos para o processamento de materiais refratários é a prensagem a frio do material particulado, seguida da etapa de sinterização. Durante a prensagem pode ocorrer uma distribuição heterogênea de densidades no compacto verde, causada pelo atrito entre as partículas do material e as paredes da cavidade do ferramental de prensagem, que pode prejudicar a etapa de sinterização. Neste contexto, a simulação computacional do processo de prensagem constitui-se em uma ferramenta importante para o estudo e aperfeiçoamento desta etapa, visando obter compactos verdes com boa homogeneidade microestrutural e também analisar as solicitações no ferramental a fim de otimizar seu projeto em aplicações industriais. A identificação de um modelo constitutivo que represente o material é necessária para realização das simulações e trata-se da etapa de maior complexidade. O modelo de Drucker-Prager/Cap implementado no software comercial de elementos finitos AbaqusTM é adequado principalmente para o estudo de compactação de solos e é capaz de simular o adensamento mecânico de materiais particulados. Os parâmetros deste modelo para um material refratário sílico-aluminoso foram identificados pela combinação de ensaios de compressão simples, diametral e hidrostática. Em trabalhos disponíveis na literatura, os modelos de material são parcialmente identificados e, em muitos casos, são aplicadas simplificações inadequadas. O presente estudo visou uma identificação mais precisa dos parâmetros do modelo de material, uma vez que os ensaios mecânicos foram auxiliados pela técnica de correlação de imagens digitais, que possibilitou a avaliação mais profunda dos mecanismos de escoamento e a obtenção de dados não alcançados por técnicas convencionais. Essa metodologia permitiu a identificação do modelo constitutivo e a validação consistiu na comparação entre resultados experimentais e os obtidos em simulações computacionais, aplicados a um caso de prensagem uniaxial seguida de prensagem isostática, apresentando boa concordância.

There is a high demand for implementing simulations in the design and product devel-opment processes, avoiding the execution of costly tests on prototypes and giving thechance of discarding unsuitable designs, as well as exploring possible ones without much cost added.This project assignment is to find a suitable way to simulate drop tests on two typesof PMMA sheets, a material widely used on luminaire covers. Therefore, it becomesnecessary to study the mechanical behavior of these materials, using experimental tests,in order to calibrate the material models used in the simulations.During the experimental testing, common polymer behaviors were found on the twostudied materials, such as rate dependence, non-linear elasticity, viscoelasticity and vis-coplasticy. Behaviors which presented several challenges regarding the choice and cali-bration of the material models.The two di?erent polymers were calibrated for the simulations using two di?erentmaterial models. An elastic-plastic (Drucker Prager Plasticity) model was used for oneof the materials, whereas an hyperelastic-viscoelastic model was used for the other one.Finally, several drop tests simulations were conducted and compared with experimentaltests

The master’s thesis deals with numerical patterns for evaluation of the stability slopes. Solutions have been made with finite element method for different design situations with using programme system ANSYS. The results were compared with conventional approaches determining of the slope safety factor.

Dans l’industrie pharmaceutique, la granulation sèche par compactage à rouleaux est un procédé d’agglomération de poudres en granulés pour améliorer les propriétés d’écoulement nécessaire pour le procédé de compression en matrice. Comprendre le procédé de compactage à rouleaux et optimiser l’efficacité de production est limitée par l’utilisation de l’approche expérimentale à cause du coût élevé des poudres, le temps des essais et la complexité du procédé. Dans ce travail, une méthode d’éléments finis en 3D, est développée dans le but d’identifier les paramètres critiques du matériau et du procédé pour le contrôle de la qualité de la production. Le modèle de comportement de Drucker-Prager Cap est utilisé pour décrire le comportement en compression de poudres et sa calibration est déterminée à partir des essais standard. Pour surmonter la complexité liée à l’existence de deux mécanismes différents, l’alimentation en poudre par une vis sans fin et le compactage entre les rouleaux, une nouvelle méthode d’interfaçage entre la méthode des éléments discrets (DEM) employée pour décrire l’écoulement dans l’alimentation et la méthode des éléments finis (FEM) utilisée pour le compactage entre les rouleaux est développée. Enfin, pour une modélisation de compactage de rouleaux plus réaliste, prenant en compte la variation de l’entrefer entre les rouleaux, une nouvelle approche de couplage Euler-Lagrange est proposée. Les résultats de simulations par éléments finis montrent clairement l’effet des différents paramètres du procédé sur les distributions de pression et de densité dans la zone de compactage. En outre, les résultats montrent que l'utilisation de plaques de confinement de la poudre entre les rouleaux, développe une distribution de pression et de densité non homogène dans le compact, avec une densité plus élevée au centre et plus faible aux bords. D'autre part, l’utilisation de rouleaux dont l’un est surmonté d’une jante de confinement, a montré une distribution de propriétés globalement plus uniforme sur la largeur du compact avec des valeurs légèrement plus élevées aux bords qu’au centre. La méthodologie combinant les méthodes DEM & FEM montre clairement une corrélation directe entre la vitesse des particules entraînées par la vis dans la zone d’alimentation et la pression du rouleau. Tous les deux oscillent avec la même période. Cela se traduit par un compact anisotrope avec un profile de densité variant de manière sinusoïdale le long de sa largeur. Afin d'étudier la capacité du modèle à prédire les propriétés des compacts produits par compactage à rouleaux, les prédictions par simulations numériques sont comparées aux données de la littérature et validées par des mesures spécifiques. / In the pharmaceutical industry, dry granulation by roll compaction is a process of size enlargement of powder into granules with good flowability for subsequent die compaction process. Understanding the roll compaction process and optimizing manufacturing efficiency is limited using the experimental approach due to the high cost of powder, time-consuming and the complexity of the process. In this work, a 3D Finite Element Method (FEM) model was developed to identify the critical material properties, roll press designs and process parameters controlling the quality of the product. The Drucker-Prager Cap (DPC) model was used to describe the powder compaction behavior and was determined based on standard calibration method. To overcome the complexity involving two different mechanisms of powder feeding by the screw and powder compaction between rolls, a novel combined approach of Discrete Element Method (DEM), used to predict the granular material flow in the feed zone and the Finite Elements Method (FEM) employed for roll compaction, was developed. Lastly, for a more realistic roll compaction modelling, allowing the fluctuation of the gap between rolls, a Coupled-Eulerian Lagrangian (CEL) approach was developed. FEM simulation results clearly show the effect of different process parameters on roll pressure and density distribution in the compaction zone of powder between the rolls. Moreover, results show that using a cheek-plates sealing system causes a nonuniform roll pressure and density distribution with the highest values in the middle and the lowest at the edges. On the other hand, the resultant pressure and density distributions with the rimmed-roll obtained higher values in the edges than in the middle and overall a more uniform distribution. The combined DEM-FEM methodology clearly shows a direct correlation between the particle velocity driven by the screw conveyor to the feed zone and the roll pressure, both oscillating in the same period. This translates into an anisotropic ribbon with a density profile varying sinusoidally along its length. To validate the results, the simulations are compared with literature and experimentally measured values in order to assess the ability of the model to predict the properties of the produced ribbons.

Nous nous intéressons à la modélisation et à la simulation numérique d'écoulements gravitaires transitoires à surface libre, pour des fluides visqueux et incompressibles. La loi de comportement est de type viscoplastique avec transition fluide/solide. Plus précisément, nous considérons la loi rhéologique de Drucker--Prager. Nous nous intéressons tout d'abord le cas unidimensionnel d'un écoulement longitudinal cisaillé. Nous étudions un modèle simplifié, avec terme source empirique, pour lequel nous concevons une méthode numérique pour le suivi de la position de l'interface entre la couche solide et la couche fluide. Nous présentons des résultats numériques, avec divers termes sources, et nous comparons ces résultats, lorsque la viscosité est petite, à la solution analytique non visqueuse. Dans le cas visqueux, nous étudions les phases de démarrage et d'arrêt de l'écoulement. Dans un second temps, nous étudions le cas bidimensionnel d'écoulement de Drucker--Prager avec surface libre. La loi de comportement du fluide est traitée par régularisation, et nous utilisons la méthode ALE pour traiter le mouvement du domaine. Nous présentons des résultats numériques pour l'étude de la mise en mouvement d'un talus.

Indonesia is a developing country that suffers from earthquakes and windstorms and where at least 60% of houses are non-engineered structures, built by unskilled workers using masonry and timber. The non-engineered housing units developed in urban region are also vulnerable to seismic hazard due to the use of low quality of material and constructions method. Those structures are not resistant to extreme lateral loads or ground movement and their failure during an earthquake or storm can lead to significant loss of life. This thesis is concerned with the structural performance of Indonesian low-rise buildings made of masonry and timber under lateral seismic load. The research presented includes a survey of forms of building structure and experimental, analytical and numerical work to predict the behaviour of masonry wall and traditional timber frame buildings. Experimental testing of both masonry and timber have been carried out in Indonesia to establish the quality of materials and to provide material properties for numerical simulations. The experimental study found that the strength of Indonesia-Bali clay brick masonry are below the minimum standard required for masonry structures built in seismic regions, being at least 50% lower than the requirement specified in British Standard and Eurocode-6 (BS EN 1996-1-1:2005). In contrast, Indonesian timber materials meet the strength classes specified in British Standard/Eurocode- 5 (BS EN 338:2009) in the range of strength grade D35-40 and C35).Structural tests under monotonic and cyclic loading have been conducted on building components in Indonesia, to determine the load-displacement capacity of local hand-made masonry wall panels and timber frames in order to: (1) evaluate the performance of masonry and timber frame structure, (2) investigate the dynamic behaviour of both structures, (3) observe the effect of in-plane stiffness and ductility level, and (4) examine the anchoring joint at the base of timber frame that resists the overturning moment. From these tests, the structural ductility was found to be less than two which is below the requirement of the relevant guidelines from the Federal Emergency Management Agency, USA (FEMA-306). It was also observed that the lateral stiffness of masonry wall is much higher than the equivalent timber frame of the same height and length. The experimental value of stiffness of the masonry wall panel was found to be one-twelfth of the recommended values given in FEMA-356 and the Canadian Building code. The masonry wall provides relatively low displacement compared to the large displacement of the timber frame at the full capacity level of lateral load, with structural framing members of the latter remaining intact. The weak point of the timber frame is the mechanical joint and the capacity of slip joint governs the lateral load capacity of the whole frame. Detailed numerical models of the experimental specimens were setup in Abaqus using three-dimensional solid elements. Cohesive elements were used to simulate the mortar behaviour, exhibiting cracking and the associated physical separation of the elements. Appropriate contact definitions were used where relevant, especially for the timber frame joints. A range of available material plasticity models were reviewed: Drucker-Prager, Crystalline Plasticity, and Cohesive Damage model. It was found that the combination of Crystalline Plasticity model for the brick unit and timber, and the Cohesive Damage model for the mortar is capable of simulating the experimental load-displacement behaviour fairly accurately. The validated numerical models have been used to (1) predict the lateral load capacity, (2) determine the cracking load and patterns, (3) carry out a detailed parametric study by changing the geometric and material properties different to the experimental specimens. The numerical models were used to assess different strengthening measures such as using bamboo as reinforcement in the masonry walls for a complete single storey, and a two-storey houses including openings for doors and windows. The traditional footing of the timber structures was analysed using Abaqus and was found to be an excellent base isolation system which partly explains the survival of those structures in the past earthquakes. The experimental and numerical results have finally been used to develop a design guideline for new construction as well as recommendations for retrofitting of existing structures for improved performance under seismic lateral load.