Dans le domaine de l'ingénierie, connaitre le chargement appliqué sur une structure permet de résoudre des problèmes directs dont le résultat est le champ de déplacement, de déformation dans une structure. Il est alors possible d'effectuer un dimensionnement. Cependant, parfois ce chargement doit être identifie a posteriori. Malheureusement, il n'est pas toujours possible de mesurer ce chargement : ainsi, par exemple, on ne sait pas a priori où aura lieu le chargement, ou bien il n'est pas possible de placer un capteur sans l'endommager ou encore il peut nécessiter un encombrement trop important. On a alors recours à des mesures indirectes de déplacement, de déformation, d'accélération et on est alors amené à résoudre des problèmes inverses, qui sont en général mal posés. Il est alors nécessaire d'ajouter une (des) conditions supplémentaire(s) pour obtenir une solution unique et stable : c'est la régularisation du problème. Ces techniques sont bien connues et leur essor est dû à l'utilisation des décompositions en valeurs singulières des matrices de transfert. Toutefois, elles nécessitent l'utilisation d'un paramètre additionnel qui pondère cette condition supplémentaire : la détermination de ce paramètre est délicate. Peu de travaux ayant été réalisé pour tester de façon intensive les méthodes usuelles de régularisation (Tikhonov et troncature de la (G)SVD), en association avec les différents critères de détermination du paramètre de régularisation et les différentes réponses possibles, on a effectué un tel travail pour tirer des conclusions sur la méthodologie optimale. On a pu mettre en évidence que la mesure de l'accélération associée à un critère faisant intervenir les dérivées du signal à reconstruire donne en général les meilleurs résultats sous réserve d'utiliser le critère GCV pour déterminer le paramètre de régularisation. Ces méthodes supposent que la localisation de la zone de chargement est connue. Aussi on s'est intéressé à déduire cette zone de chargement en tentant de reconstruire des chargements identiquement nuls. Cette identification a été effectuée aisément sous réserve qu'on ait peu de forces à identifier par rapport au nombre de mesures disponibles. En revanche une telle identification est délicate lorsqu'on n'a pas plus de mesures que de forces à identifier. Finalement on s'est tourné vers l'identification de chargement ayant plastifié la structure étudiée. On a alors essayé de reconstruire le chargement en supposant que la structure reste linéaire élastique, alors qu'elle a été plastifiée : on a utilisé la méthode du double chargement et effectue des simulations à l'aide du logiciel de simulation Ls-dyna.La force reconstruite fait alors apparaitre une composante statique traduisant la déformation résiduelle dans la structure. Dans ce cas, la réponse à utiliser pour identifier le chargement est une déformation dans une zone non plastifiée / In the field of the engineering, knowing the load applied on the structure which allows to solve the direct problem of which the results are given the field of displacement and strain in a structure. It is possible to perform a dimensioning. However, sometimes this load must be identified a posteriori. Unfortunately, it is not always possible to measure this load. Thus, for example, we do not know a priori where it will be loaded, either it is not possible to place a sensor without damaging it or needs too much space. We then have to use indirect measures of displacement, strain, acceleration and then we are lead to solve the inverse problems which are generally an ill-posed. It is then necessary to add one (or more) conditions to obtain a unique and stable solution: it is the regularization of the problem. These techniques are well known and their development is due to the use of the singular value decomposition of the transfer matrix. However, they require the use of an additional parameter that weights this additional condition: the determination of this parameter is difficult. Few studies having been realized in way the usual regularization methods of (Tikhonov and truncation of the (G)SVD), in association with the various criteria for determining the regularization parameter and the various possible responses, we conducted a such work, to draw conclusions on the optimal methodology. It has been highlighted that the measurement of the acceleration associated with a criterion involving the derived signal to reconstruct generally gives the best results via the GCV criterion to determine the regularization parameter. These methods suppose that the location of the loading area is known. We also were interested to deduct this loading area while trying to reconstruct load that is identically zero. This identification was performed easily that has little load to identify compared to the number of measurements available. However such identification is difficult when there are no more measures than loads to identify. Finally we turned to the identification of loading with the plastic structure. We then tried to reconstruct the load assuming that the structure remains linear-elastic, while it was plasticized: we used the method of the double load and performed simulations using the software ls-dyna. The reconstructed load then shows a static component reflecting the residual strain in the structure. In this case, the response used to identify the load is a strain in a non-plasticized zone

[pt] Esta tese insere-se no contexto de diversos trabalhos realizados pelo grupo de estudo de Movimentos de Massas formado pelas Instituições PUC-Rio e COPPE-UFRJ, liderado pelos Professores Alberto Sayão e Anna Laura Nunes. O trabalho busca abordar formas de se obter as forças de impacto de fluxos de detritos brasileiros, principalmente advindas da parcela referente aos blocos de rocha (parcela não viscosa) do movimento. O tema ainda necessita de metodologias bem definidas e aplicáveis a casos que, recentemente, apresentam-se como objeto de estudo pelas comunidades técnicas e acadêmicas, no esforço de se mitigar e/ou conviver com movimentos de massa, cada vez mais presentes nas cidades brasileiras. Assim, propõe-se uma metodologia que utiliza ferramentas numéricas como o DAN-3D e o ROCFALL para se obter as forças de impacto dos blocos rochosos em estruturas de contenção estáticas e dinâmicas, levando em consideração parcelas viscosas e forças de atrito, bem como, compara-se a metodologia proposta com as métodos empíricos já existentes. Para obtenção dos resultados buscou-se a aplicação da metodologia em três casos recentes, de importantes fluxos de detritos ocorridos no Brasil, situados na Serra do Mar, mais precisamente nos municípios de Nova Friburgo e Teresópolis no Rio de Janeiro e em São Sebastião em São Paulo. / [en] This thesis is part of the context of several works carried out by the study group of Mass Movements formed by the Institutions PUC-Rio and COPPE-UFRJ, led by Professors Alberto Sayão and Anna Laura Nunes. The work seeks to address ways of obtaining the impact forces of Brazilian debris flows, mainly arising from the portion referring to the rock blocks (non-viscous portion) of the movement. The subject still needs well-defined methodologies applicable to cases that, recently, have become an object of study by the technical and academic communities, in an effort to mitigate and/or coexist with mass movements, increasingly present in Brazilian cities. Thus, a methodology is proposed that uses numerical tools such as DAN-3D and ROCFALL to obtain the impact forces of rock blocks in static and dynamic containment structures, taking into account viscous portions and frictional forces, as well as the proposed methodology is compared with existing empirical methods. To obtain the results, we sought to apply the methodology in three recent cases of important debris flows that occurred in Brazil, located in the Serra do Mar, more precisely in the municipalities of Nova Friburgo and Teresópolis in Rio de Janeiro and in São Sebastião in São Paulo.

[pt] Essa pesquisa usa o Método do Ponto Material (MPM), para avaliar diferentes aspectos de deslizamentos de encosta. Esse tema é de suma importância, visto que os deslizamentos de terra são o desastre natural que mais causa perdas humanas no Brasil. Esse método numérico foi verificado a fim de que fosse encontrado o fator de segurança e a superfície de ruptura em um talude infinito com solo representado pelo modelo constitutivo de Drucker-Prager. Além disso, foi validado para calcular a força de impacto em um anteparo, sendo o volume impactante um objeto qualquer elástico ou um solo com modelo de Drucker-Prager. Os cálculos foram executados com o código desenvolvido pela PUC-Rio e produziram excelentes resultados. Foi observada uma grande dependência dos resultados com a malha, e assim como no Método dos Elementos Finitos, o refinamento da malha gera convergência para um resultado. O método foi considerado satisfatório para cálculo de uma parede de retenção em locais de risco. / [en] This research uses a numerical method, the Material Point Method, to evaluate different aspects of slope landslides. This theme is of paramount importance since landslides are the natural disaster that shows the highest number of deaths in Brazil. The method was verified so that it could find the safety factor and rupture surface in an infinite slope with soil represented by the Drucker-Prager constitutive model. In addition, the method was validated to calculate impact force in a bulkhead; the impacting volume could be any elastic object or soil with the Drucker-Prager model. The calculations were performed using the code developed by PUC-Rio and showed excellent results. It was observed high dependence on the mesh discretization, as well as the Finite Element Method, the refinement of the mesh generates convergence for a result. The method was considered satisfactory for calculating a retention wall at risk locations.

En este estudio se analizan los parámetros mecánicos fuerza de impacto (FI), tiempo de reacción (TR), tiempo de movimiento (TM), tiempo total de respuesta (TT) y dominancia, en la patada circular o Bandal Chagui en Taekwondo, basado en la regulación de la distancia de golpeo (ED1, ED2 y ED3). Para ello, se ha utilizado un sistema de nueva creación formado por una plataforma de contacto, una plataforma de fuerzas, un led de luces y un maniqui. La muestra esta compuesta por 51 taekwondistas (22 medallistas y 29 no medallistas; 37 varones y 19 mujeres; 42 diestros y 9 zurdos) de la Comunidad Valenciana con una media de edad de 24.49 años (DT = 5.94), una media de peso de 70.91 kg (DT = 12.95) y una longitud de pierna de 1.03 metros (DT = .06). En cuanto a la fuerza de impacto, los resultados muestran que los medallistas golpean con una mayor fuerza de impacto que los no-medallistas desde la distancia larga (D3) con ambas piernas y, desde la distancia corta (D1) con la pierna izquierda. Asimismo, los varones golpean con una mayor fuerza de impacto que las mujeres desde todas las distancias, excepto desde la distancia media (D2) con la pierna izquierda. Por otra parte, en el género varón, el peso tiene una relación positiva con la fuerza de impacto.En cuanto al tiempo de reacción, existen diferencias entre medallistas y no-medallistas desde la distancia media (D2) y larga (D3) con la pierna izquierda, mientras que el género no influye en el tiempo de reacción. En el tiempo de movimiento, no existen diferencias entre medallistas y no-medallistas ni entre varones y mujeres. Al mismo tiempo, el tiempo de reacción tiene una relación negativa con el tiempo de movimiento. Por su parte, los medallistas muestran un menor tiempo total de respuesta que los no-medallistas desde la distancia larga (D3) con la pierna izquierda, mientras que los varones golpean en un menor tiempo total de respuesta que las mujeres desde la distancia corta (D1). En cuanto a los análisis realizados teniendo en cuenta la dominancia, los medallistas muestran una asimetría en el tiempo de reacción desde la distancia larga (D3), mientras los no-medallistas muestran una asimetría en el tiempo total de respuesta desde las tres distancias planteadas (ED1, ED2 y ED3) y, en la fuerza de impacto desde la distancia corta (D1). El género varón muestra una asimetría en la fuerza de impacto desde la distancia corta (D1), mientras que en el género mujer no existen diferencias entre la pierna dominante y no-dominante. Así pues, la distancia de ejecución es un factor a tener en cuenta en la realización de una patada circular o Bandal Chagui medido con un sistema capaz de obtener datos objetivos del rendimiento mecánico mediante la estandarización de un protocolo, permitiendo diferenciar a los sujetos en función del nivel competitivo y del género, siendo una herramienta útil en el entrenamiento. / We analyzed the mechanical parameters impact force (FI), reaction time (TR), movement time (MT) and total response time (TT) and dominance in a roundhouse kick among three execution distances. To this end, a new system based in a contact platform, force platform, a led and a mannequin was used. The sample was composed by 51 taekwondo players (22 medallist and 29 non medallist; 37 male and 19 female) aged from 16 to 31 years (M = 24.49; S.D. = 5.9), weighing from 46 to 101 kg (M = 70.91; SD = 12.91) were selected to participate in the study. Medallists kicks with a higher FI from the long distance with both legs and from the shortest one with the left leg. Men kick with higher FI than women from all distances, except from the medium distance with the left leg. Significant differences have been found between medallists and non-medallist for RT from medium and large distance with the left leg, without differences among genere. No differences have been fount among movement time. Reaction time and movement time has a negative relation. Medallist had a less TT than non-medallist from the large distance with the left leg, while men kick with less TT than women from the shortest one. Medallist showed an asymmetry in RT from the large distance, while for non-medallist this asymmetry is showed in TT from all distances and in FI from the shortest distance. The execution distance is a parameter to take into account into a roundhouse kick performance.