Numerical modelling of braided fibres for reinforced concrete

Fire has been always a major concern for designers of steel and concrete structures. Designing fire-resistant structural elements is not an easy task due to several limitations such as the lack of fire-resistant construction materials. Concrete reinforcement cover and external insulation are the most commonly adopted systems to protect concrete and steel from overheating, while spalling of concrete is minimised by using HPFRC instead of standard concrete. Although these methodologies work very well for low rise concrete structures, this is not the case for high-rise and inaccessible buildings where fire loading is much longer. Fire can permanently damage structures that cost a lot of money. This is unsafe and can lead to loss of life. In this research, the author proposes a new type of main reinforcement for concrete structures which can provide better fire-resistance than steel or FRP re-bars. This consists of continuous braided fibre rope, generally made from fire-resistant materials such as carbon or glass fibre. These fibres have excellent tensile strengths, sometimes in excess of ten times greater than steel. In addition to fire-resistance, these ropes can produce lighter and corrosive resistant structures. Avoiding the use of expensive resin binders, fibres are easily bound together using braiding techniques, ensuring that tensile stress is evenly distributed throughout the reinforcement. In order to consider braided ropes as a form of reinforcement it is first necessary to establish the mechanical performance at room temperature and investigate the pull-out resistance for both unribbed and ribbed ropes. Ribbing of ropes was achieved by braiding the rope over a series of glass beads. Adhesion between the rope and concrete was drastically improved due to ribbing, and further improved by pre-stressing ropes and reducing the slacked fibres. Two types of material have been considered for the ropes: carbon and aramid. An implicit finite element approach is proposed to model braided fibres using Total Lagrangian formulation, based on the theory of small strains and large rotations. Modelling tows and strands as elastic transversely isotropic materials was a good assumption when stiff and brittle fibres such as carbon and glass fibres are considered. The rope-to-concrete and strand-to-strand bond interaction/adhesion was numerically simulated using newly proposed hierarchical higher order interface elements. Elastic and linear damage cohesive models were used effectively to simulate non-penetrative 'free' sliding interaction between strands, and the adhesion between ropes and concrete respectively. Numerical simulation showed similar de-bonding features when compared with experimental pull-out results of braided ribbed rope reinforced concrete.

Topology optimization for designing strain-gauge load cells

Load cells are used extensively in engineering fields. This paper describes a novel structural optimization method for single- and multi-axis load cell structures. First, we briefly explain the topology optimization method that uses the solid isotropic material with penalization (SIMP) method. Next, we clarify the mechanical requirements and design specifications of the single- and multi-axis load cell structures, which are formulated as an objective function. In the case of multi-axis load cell structures, a methodology based on singular value decomposition is used. The sensitivities of the objective function with respect to the design variables are then formulated. On the basis of these formulations, an optimization algorithm is constructed using finite element methods and the method of moving asymptotes (MMA). Finally, we examine the characteristics of the optimization formulations and the resultant optimal configurations. We confirm the usefulness of our proposed methodology for the optimization of single- and multi-axis load cell structures.

On some numerical aspects of an active strain model in cardiac mechanics

We are interested in the development, implementation and testing of an orthotropic model for cardiac contraction based on an active strain decomposition. Our model addresses the coupling of a transversely isotropic mechanical description at the cell level, with an orthotropic constitutive law for incompressible tissue at the macroscopic level. The main differences with the active stress model are addressed in detail, and a finite element discretization using Taylor-Hood and MINI elements is proposed and illustrated with numerical examples.

Modes de représentation pour l'éclairage en synthèse d'images

Réalisé en cotutelle avec l'Université Bordeaux 1 (France)

Anisotropic model for granulated sea ice dynamics

A continuum model describing sea ice as a layer of granulated thick ice, consisting of many rigid, brittle floes, intersected by long and narrow regions of thinner ice, known as leads, is developed. We consider the evolution of mesoscale leads, formed under extension, whose lengths span many floes, so that the surrounding ice is treated as a granular plastic. The leads are sufficiently small with respect to basin scales of sea ice deformation that they may be modelled using a continuum approach. The model includes evolution equations for the orientational distribution of leads, their thickness and width expressed through second-rank tensors and terms requiring closures. The closing assumptions are constructed for the case of negligibly small lead ice thickness and the canonical deformation types of pure and simple shear, pure divergence and pure convergence. We present a new continuum-scale sea ice rheology that depends upon the isotropic, material rheology of sea ice, the orientational distribution of lead properties and the thick ice thickness. A new model of lead and thick ice interaction is presented that successfully describes a number of effects: (i) because of its brittle nature, thick ice does not thin under extension and (ii) the consideration of the thick sea ice as a granular material determines finite lead opening under pure shear, when granular dilation is unimportant.

Otimização topológica de estruturas termoelásticas tridimensionais

This work presents an optimization technique based on structural topology optimization methods, TOM, designed to solve problems of thermoelasticity 3D. The presented approach is based on the adjoint method of sensitivity analysis unified design and is intended to loosely coupled thermomechanical problems. The technique makes use of analytical expressions of sensitivities, enabling a reduction in the computational cost through the use of a coupled field adjoint equation, defined in terms the of temperature and displacement fields. The TOM used is based on the material aproach. Thus, to make the domain is composed of a continuous distribution of material, enabling the use of classical models in nonlinear programming optimization problem, the microstructure is considered as a porous medium and its constitutive equation is a function only of the homogenized relative density of the material. In this approach, the actual properties of materials with intermediate densities are penalized based on an artificial microstructure model based on the SIMP (Solid Isotropic Material with Penalty). To circumvent problems chessboard and reduce dependence on layout in relation to the final optimal initial mesh, caused by problems of numerical instability, restrictions on components of the gradient of relative densities were applied. The optimization problem is solved by applying the augmented Lagrangian method, the solution being obtained by applying the finite element method of Galerkin, the process of approximation using the finite element Tetra4. This element has the ability to interpolate both the relative density and the displacement components and temperature. As for the definition of the problem, the heat load is assumed in steady state, i.e., the effects of conduction and convection of heat does not vary with time. The mechanical load is assumed static and distributed

Método de Otimização Topológica em Estruturas Tridimensionais

The topology optimization problem characterize and determine the optimum distribution of material into the domain. In other words, after the definition of the boundary conditions in a pre-established domain, the problem is how to distribute the material to solve the minimization problem. The objective of this work is to propose a competitive formulation for optimum structural topologies determination in 3D problems and able to provide high-resolution layouts. The procedure combines the Galerkin Finite Elements Method with the optimization method, looking for the best material distribution along the fixed domain of project. The layout topology optimization method is based on the material approach, proposed by Bendsoe & Kikuchi (1988), and considers a homogenized constitutive equation that depends only on the relative density of the material. The finite element used for the approach is a four nodes tetrahedron with a selective integration scheme, which interpolate not only the components of the displacement field but also the relative density field. The proposed procedure consists in the solution of a sequence of layout optimization problems applied to compliance minimization problems and mass minimization problems under local stress constraint. The microstructure used in this procedure was the SIMP (Solid Isotropic Material with Penalty). The approach reduces considerably the computational cost, showing to be efficient and robust. The results provided a well defined structural layout, with a sharpness distribution of the material and a boundary condition definition. The layout quality was proporcional to the medium size of the element and a considerable reduction of the project variables was observed due to the tetrahedrycal element

Estimativa de parâmetros elásticos em meios anisotrópicos

As medidas de amplitude, polarização e vagarosidade contem informações sobre o meio onde a propagação de onda ocorre. Esta tese investiga esses dados com objetivo de estimar as propriedades elásticas deste meio. Coeficientes de reflexão podem ser estimados das amplitudes dos dados e dependem de forma não linear dos contrastes dos parâmetros elásticos e do contraste de densidade entre os meios separados por uma interface. Quando o contraste de impedância é fraco, as aproximações lineares para a refletividade qP são mais convenientes para inversão da densidade e dos parâmetros elásticos usando as análises de amplitude versus ângulo de incidência (AVO) e amplitude versus a direção do plano de incidência (AVD). Escrevendo as equações de Zoepprittz de forma separada nos permite escrever uma solução destas equações em termos das matrizes de impedância e polarização. Usando esta solução são determinadas aproximações lineares para a refletividade da onda qP considerando fraco contraste de impedância, fraca anisotropia mas com classe de simetria de arbitrária. As linearizações são avaliadas para diferentes geometrias de aquisição e várias escolhas do meio de referência. Estas aproximações apresentam bom desempenho comparado com o valor exato do coeficiente de reflexão da onda qP e de suas ondas convertidas para incidências de até 30° e meios que obedecem à hipótese de fraca anisotropia. Um conjunto de fraturas orientado é representado efetivamente por um meio transversalmente isotrópico (TI), as aproximações lineares da refletividade da onda qP podem ser usadas para estimar a orientação de fratura. Partindo deste pressuposto este problema consiste em estimar a orientação do eixo de simetria a partir de dados de refletividade de onda qP. Este trabalho mostra que são necessários múltiplos azimutes e múltiplas incidências para se obter uma estimativa estável. Também é mostrado que apenas os coeficientes das ondas qS e qT são sensíveis ao mergulho da fratura. Foi investigada a estimativa da anisotropia local através de dados de VSP multiazimutal dos vetores de polarização e vagarosidade. Foram usadas medidas da componente vertical do vetor de vagarosidade e o vetor de polarização de ondas qP diretas e refletidas. O esquema de inversão é validado através de exemplos sintéticos considerando diferentes escolhas do vetor normal à frente de onda no meio de referência, meios de referências e geometria de aquisição. Esta análise mostra que somente um subgrupo dos parâmetros elástico pode ser estimado. Uma importante aplicação desta metodologia é o seu potencial para a determinação de classes de anisotropia. A aplicação desta metodologia aos dados do mar de Java mostra que os modelos isotrópicos e TIV são inadequados para o ajuste desses dados.

Migração por equação de onda em meios anisotrópicos com correção de amplitude

Este trabalho discute dois aspectos da migração em profundidade através da continuação para baixo dos campos de onda: o tratamento de modos evanescentes e a correção da amplitude dos eventos migrados. Estes dois aspectos são discutidos em meios isotrópicos e para uma classe de meios anisotrópicos. Migrações por diferenças finitas (FD) e por diferenças finitas e Fourier (FFD) podem ser instáveis em meios com forte variação lateral de velocidade. Estes métodos utilizam aproximações de Padé reais para representar o operador que descreve a propagação de ondas descendentes. Estas abordagens não são capazes de tratar corretamente os modos evanescentes, o que pode levar à instabilidades numéricas em meios com forte variação lateral de velocidade. Uma solução possível para esse problema é utilizar aproximação de Padé complexa, que consegue melhor representar os modos evanescentes associados às reflexões pós-críticas, e neste trabalho esta aproximação é utilizada para obter algoritmos FD e híbrido FD/FFD estáveis para migração em meios transversalmente isotrópicos com eixo de simetria vertical (VTI), mesmo na presença de forte variação nas propriedades elásticas do meio. A estabilidade dos algoritmos propostos para meios VTI foi validada através da resposta ao impulso do operador de migração e pela sua aplicação na migração de dados sintéticos, em meios fortemente heterogêneos. Métodos de migração por equação de onda em meios heterogêneos não tratam corretamente a amplitude dos eventos durante a propagação. As equações de onda unidirecionais tradicionais descrevem corretamente apenas a parte cinemática da propagação do campo de onda. Assim, para uma descrição correta das amplitudes deve-se usar as equações de onda unidirecionais de amplitude verdadeira. Em meios verticalmente heterogêneos, as equações de onda unidirecionais de amplitude verdadeira podem ser resolvidas analiticamente. Em meios lateralmente heterogêneos, essas equações não possuem uma solução analítica. Mesmo soluções numéricas tendem a ser instáveis. Para melhorar a compensação de amplitude na migração, em meios com variação lateral de velocidade, é proposto uma aproximação estável para solução da equação de onda unidirecional de amplitude verdadeira. Esta nova aproximação é implementada nas migrações split-step e diferenças finitas e Fourier (FFD). O algoritmo split-step com correção de amplitude foi estendido para meios VTI. A migração pré e pós-empilhamento de dados sintéticos, em meios isotrópicos e anisotrópicos, confirmam o melhor tratamento das amplitudes e estabilidade dos algoritmos propostos.

Caracterização de reservatórios fraturados através de dados de ondas qP em levantamentos VSP Walkaway

Esta dissertação apresenta um método para estimar a orientação de fratura de um meio partindo do pressuposto que este se comporta efetivamente como um meio transversalmente isotrópico (TI). Desta forma, a orientação de fratura é obtida a partir da estimativa do eixo de simetria de um meio TI. Esta estimativa é obtida a partir dos vetores de vagarosidade e polarização de ondas qP medidos em experimentos VSP Walkaway. O processo de inversão é baseado em equações linearizadas dos vetores de vagarosidade e polarização de ondas qP e os parâmetros fracamente anisotrópicos do meio. São apresentados testes numéricos, em que a sensibilidade a fatores como grau de anisotropia, geometria do levantamento, tipo de onda utilizado e nível de ruído são analisados. São também apresentados os resultados para um conjunto de dados reais.

Numerical simulation of anisotropic polymeric foams

This paper shows in detail the modelling of anisotropic polymeric foam under compression and tension loadings, including discussions on isotropic material models and the entire procedure to calibrate the parameters involved. First, specimens of poly(vinyl chloride) (PVC) foam were investigated through experimental analyses in order to understand the mechanical behavior of this anisotropic material. Then, isotropic material models available in the commercial software Abaqus (TM) were investigated in order to verify their ability to model anisotropic foams and how the parameters involved can influence the results. Due to anisotropy, it is possible to obtain different values for the same parameter in the calibration process. The obtained set of parameters are used to calibrate the model according to the application of the structure. The models investigated showed minor and major limitations to simulate the mechanical behavior of anisotropic PVC foams under compression, tension and multi-axial loadings. Results show that the calibration process and the choice of the material model applied to the polymeric foam can provide good quantitative results and save project time. Results also indicate what kind and order of error one will get if certain choices are made throughout the modelling process. Finally, even though the developed calibration procedure is applied to specific PVC foam, it still outlines a very broad drill to analyze other anisotropic cellular materials.

On response time reduction of electrothermomechanical MEMS using topology optimization

Electrothermomechanical MEMS are essentially microactuators that operate based on the thermoelastic effect induced by the Joule heating of the structure. They can be easily fabricated and require relatively low excitation voltages. However, the actuation time of an electrothermomechanical microdevice is higher than the actuation times related to electrostatic and piezoelectric actuation principles. Thus, in this research, we propose an optimization framework based on the topology optimization method applied to transient problems, to design electrothermomechanical microactuators for response time reduction. The objective is to maximize the integral of the output displacement of the actuator, which is a function of time. The finite element equations that govern the time response of the actuators are provided. Furthermore, the Solid Isotropic Material with Penalization model and Sequential Linear Programming are employed. Finally, a smoothing filter is implemented to control the solution. Results aiming at two distinct applications suggest the proposed approach can provide more than 50% faster actuators. (C) 2012 Elsevier B.V. All rights reserved.

Design methodology of piezoelectric energy-harvesting skin using topology optimization

Abstract This paper describes a design methodology for piezoelectric energy harvester s that thinly encapsulate the mechanical devices and expl oit resonances from higher- order vibrational modes. The direction of polarization determines the sign of the pi ezoelectric tensor to avoid cancellations of electric fields from opposite polarizations in the same circuit. The resultant modified equations of state are solved by finite element method (FEM). Com- bining this method with the solid isotropic material with penalization (SIMP) method for piezoelectric material, we have developed an optimization methodology that optimizes the piezoelectric material layout and polarization direc- tion. Updating the density function of the SIMP method is performed based on sensitivity analysis, the sequen- tial linear programming on the early stage of the opti- mization, and the phase field method on the latter stage

Anatomically-Driven Soft-Tissue Simulation Strategy for Cranio-Maxillofacial Surgery Using Facial Muscle Template Model

We propose a computationally efficient and biomechanically relevant soft-tissue simulation method for cranio-maxillofacial (CMF) surgery. A template-based facial muscle reconstruction was introduced to minimize the efforts on preparing a patient-specific model. A transversely isotropic mass-tensor model (MTM) was adopted to realize the effect of directional property of facial muscles in reasonable computation time. Additionally, sliding contact around teeth and mucosa was considered for more realistic simulation. Retrospective validation study with postoperative scan of a real patient showed that there were considerable improvements in simulation accuracy by incorporating template-based facial muscle anatomy and sliding contact.

Biomechanical Role of Bone Anisotropy Estimated on Clinical CT Scans by Image Registration

Image-based modeling is a popular approach to perform patient-specific biomechanical simulations. Accurate modeling is critical for orthopedic application to evaluate implant design and surgical planning. It has been shown that bone strength can be estimated from the bone mineral density (BMD) and trabecular bone architecture. However, these findings cannot be directly and fully transferred to patient-specific modeling since only BMD can be derived from clinical CT. Therefore, the objective of this study was to propose a method to predict the trabecular bone structure using a µCT atlas and an image registration technique. The approach has been evaluated on femurs and patellae under physiological loading. The displacement and ultimate force for femurs loaded in stance position were predicted with an error of 2.5% and 3.7%, respectively, while predictions obtained with an isotropic material resulted in errors of 7.3% and 6.9%. Similar results were obtained for the patella, where the strain predicted using the registration approach resulted in an improved mean squared error compared to the isotropic model. We conclude that the registration of anisotropic information from of a single template bone enables more accurate patient-specific simulations from clinical image datasets than isotropic model.