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Item Busca da superfície de ruptura crítica na análise tridimensional de estabilidade de taludes(Universidade Federal de Goiás, 2010-08-24) SOARES, Patrícia Maria de Carvalho; GITIRANA JUNIOR, Gilson de Farias Neves; http://lattes.cnpq.br/4710728908810849; ALMEIDA, Sylvia Regina Mesquita de; http://lattes.cnpq.br/1855764480221018The main objective is to develop, implement and evaluate a method to search for surfaces in order to determine the three-dimensional critical surface, corresponding to the lowest factor of safety of the embankment. They are also objectives of this study to evaluate the influence of the strength and elastic parameters the geometry of the slope safety factor and the 3D shape and position of the failure surface, as well as to evaluate the relationship between 2D and 3D safety factors. It was implemented an optimization routine in FORTRAN that performs the search for critical failure surface, whose safety factor is calculated by SAFE-3D program. The SAFE-3D program uses voltages coming from an elastic stress analysis performed by FlexPDE program, which uses the finite element method and provides the shear and normal stresses acting on the slope necessary to calculate the safety factor. For the analysis has been adopted as the ellipsoid shape of the rupture surface. The search method implemented examines safety factors obtained for a finite set of solutions and design variables as the coordinates of the center of the ellipsoid and the size of its three semi-axes. The search algorithm is implemented in successive tests of the factor of safety by SAFE-3D program, varying the position and dimensions of the ellipsoid for the determination of lower safety factor of slope. It was analyzed two examples of slopes, a symmetrical slope which varied the parameters of soil strength and the angle of the slope face and the other was the historic case of slipping Lodalen. The methodology implemented was successful in finding the critical failure surface, achieving consistency in results. The Poisson's ratio was very influential in the results of the safety factors of three-dimensional critical surfaces. It was also observed that there is less difference between the safety factors when keeping the shear stress unacceptable when these tensions are eliminated there is a closeness among the factors of safety.Item Otimização de topologia de estruturas e componentes(Universidade Federal de Goiás, 2010-08-13) TRALDI, Marco Antônio Borges; ALMEIDA, Sylvia Regina Mesquita de; http://lattes.cnpq.br/1855764480221018Topology optimization (TO) is an optimization technique that aims to help the designer in the phase of structural conception, seeking a better distribution of one fixed amount of material in a extended design domain. It combines a method of structural analysis with a mathematical programming (MP) algorithm. In this work, structural analysis is done by Finite Element Method (FEM) and the solution algorithm employed is the Optimality Criteria (OC). One of the main themes of research in TO refer to the regularization techniques, needed to make the solutions free of the classic numerical instabilities of the problem: the instability of the checkerboard and mesh dependency. The goal of this work is study the traditional regularization techniques found in literature as the sensitivity filter by Sigmund, Continuous Approximation of Material Distribution (CAMD) and projection techniques. A new projection technique is proposed in order to obtain solutions close to the void-solid form. The objective function is the mean compliance of the structure, and is imposed a restriction on the total volume of material to be distributed. Is used the model Solid Isotropic Material with Penalization (SIMP) to parameterize the distribution of isotropic materials, and their adaptation FGM-SIMP for functionally graded materials (FGM). To illustrate the behavior of these techniques examples of application are shown, fruits of the computational implementation.