The shipbuilding sector, as well as all modern transportation industries, is faced with demands for greater productivity while at the same time ensuring the manufacture of consistently high quality products, reducing levels of re-working, saving energy, and minimizing operational costs. Furthermore, it is imperative that new designs and all the stages of production comply with stringent environmental regulation. Within this context, the application of Friction Stir Welding (FSW) as a manufacturing process to weld Tailor Welded Blanks (TWB) for Al structures can contribute to the development of high speed craft and lightweight ships that are more fuel efficient, based on a high energetic efficient and environmental friendly welding process. In this work, the heterogeneous mechanical behavior of TWB joints welded by FSW was evaluated using quasi-static and cyclic loading, and the observed microstructural features were analyzed. The TWB joints were manufactured using dissimilar alloys and thicknesses (6 and 8mm) of particular interest in the shipbuilding sector (AA5083, AA5059 and AA6082). An evaluation of local constitutive properties in different regions through the TWB joint was performed by digital image correlation linked to the tensile test system. From the DIC data processing were generated stress concentrations diagrams and true stress-strain curves for several TWB subzones. The DIC methodology used as well as the accuracy of the proposed method are described in detail. The joints exhibited excellent mechanical properties approximately the same as those of the base metal for the joints manufactured with work hardened alloys (AA5059/AA5083) and 76% mechanical efficiency to those manufactured with the heat-treatable alloy (AA6082). The fatigue strength of the TWB joints were higher than the IIW references for welded structures in aluminum and the fracture mechanisms were characterized using SEM. / O setor de construção naval, bem como a indústria moderna, é continuamente sobrecarregada por demandas de aumento de produtividade e ao mesmo tempo precisa garantir a fabricação de produtos com alta qualidade, reduzindo os níveis de retrabalhos, economizando energia e diminuindo os custos operacionais. Adicionalmente a este paradoxo, é imperativo que os novos designs de produtos e todos os estágios de produção sejam compatibilizados com as rígidas exigências ambientais. Neste contexto, a concepção de projetos de estruturas leves soldadas por SALM em configurações sob medidas (Tailor Welded Blanks - TWB) em Al podem contribuir para produção de embarcações com eficiente consumo de combustível e redução dos níveis de eliminação de CO2 através da redução do peso de suas estruturas. Além de utilizar um processo de soldagem eficiente energeticamente e amigável ao meio ambiente. Neste trabalho as características heterogêneas de juntas em TWB soldadas por SALM foram avaliadas através de ensaios mecânicos com carregamentos quasi-estáticos e dinâmicos e, foram criadas relações entre as propriedades mecânicas das juntas e alterações microestruturas resultantes do processo de soldagem. As juntas em TWB foram produzidas com três diferentes ligas de alumínio de particular interesse da construção naval, (AA5083, AA5059 e AA6082) em configurações similares e dissimilar, com combinações de espessuras de 6 e 8mm. Acoplado ao ensaio de tração um sistema de correlação digital de imagens (DIC) foi instalado e o perfil de deformação local das juntas foram investigados durante o carregamento. A partir do processamento dos dados obtidos por DIC, diagramas de concentração de tensão e curvas de tensão-deformação locais foram computados para diferentes subzonas das juntas. O procedimento utilizado, bem como os dados obtidos e a precisão da metodologia proposta foram descritos detalhadamente. As juntas apresentaram excelentes propriedades mecânicas, equivalentes às do metal base para a junta dissimilar produzida com as ligas endurecidas por trabalho mecânico (AA5059/AA5083) e 76% de eficiência para as juntas similares produzidas com a liga tratável termicamente (AA6082). A resistência a fadiga das juntas foram superiores às referências do IIW para juntas soldadas em alumínio e os mecanismos de fratura foram caracterizados por MEV.

Nos últimos anos houve, no Brasil, um significativo investimento em usinas de álcool para suprir a demanda. Todavia, surgiram problemas de natureza econômica e ambiental, já que a tecnologia atualmente utilizada nas destilarias de álcool produz em média 13 litros de vinhaça para cada litro de álcool. Na busca de uma solução para reduzir o volume deste resíduo, desenvolveu-se um equipamento para concentração de vinhaça, denominado Ecovin, pela empresa Citrotec localizada em Araraquara-SP. Para cada Ecovin são utilizados cerca de 4000 tubos com costura nos trocadores de calor, e para reduzir seu custo de fabricação, avaliou-se como opção o uso de tubos da liga AISI 444. Inserido neste contexto, o presente trabalho procurou caracterizar os mecanismos de corrosão e mostrar de forma comparativa o desempenho dos tubos nas juntas tubo-espelho. Estudo-se, portanto, dois tipos de junta, a do projeto atual, composta por chapa e tubo da liga AISI 316L; e a nova proposta, composta por chapa da liga AISI 316L e tubo da liga AISI 444. Para tanto, iniciou-se com a avaliação da soldabilidade das ligas estudadas, através da caracterização microestrutural, qualificação do procedimento de soldagem da junta tubo-espelho e de ensaios de sensitização nas soldas. Em seguida, ensaios de perda de massa por imersão foram realizados nas soluções de 0,5 M \'H IND.2\'SO IND.4\' e 0,5 M \'H\'CL\', nas temperaturas de 30°C, 50°C, 70°C e 90°C, de acordo com o intervalo de temperatura de operação do Ecovin. Nas mesmas soluções, e na temperatura ambiente, foram realizados ensaios eletroquímicos de polarização potenciodinâmica em amostras que reproduziram o ciclo térmico de soldagem das juntas tubo-espelho estudadas, nas regiões do metal de base, zona afetada pelo calor (ZAC) e no metal de solda. Na junta tubo-espelho a corrosão ocorreu preferencialmente na ZAC formada entre a interface tubo-metal de solda, e no cordão de solda à margem do tubo, com a atuação de mecanismos de corrosão generalizada e localizada. Na junta tubo-espelho dissimilar observou-se que o processo corrosivo foi predominante na superfície do tubo AISI 444, típico do mecanismo de corrosão galvânica, onde o tubo AISI 444 caracterizou-se como a região anódica. O desempenho da liga AISI 316L, assim como a junta soldada composta somente por essa liga, apresentou um melhor desempenho em corrosão, porém, na solução contendo cloreto, a variação da temperatura exerceu uma influência proporcional para ambos os casos avaliados nesse estudo. Destaca-se ainda que a liga AISI 316L sofreu corrosão por pite na ZAC e no metal de solda, em ambas as soluções, com maior severidade do que a liga AISI 444. Os resultados obtidos indicam que para a aplicação requerida, o tubo AISI 444 pode ser utilizado na temperatura de 50°C com satisfatório desempenho e similar à junta composta somente por AISI 316L. / Recently in Brazil there has been constant investments in ethanol plants, to supply the internal and external market, resulting at a high increase of the volume of this product. However, economical and environmental problems arose because of this new demand, whereas the current technologies produce thirteen liters of vinasse for each liter of alcohol. Each ECOVIN uses nearly 4000 welded tubes in the heat exchangers, and there is an option to use welded AISI 444 alloy tubes in order to reduce the manufacture costs of the ECOVIN. In this context, this work determines the corrosion mechanisms and analyzes the performance of welded tubes and the tube-to-tubesheet welded joints. The following types of tube-to-tubesheet were evaluated: current welded joints of this project, with all components manufactured with AISI 316L alloy; and the welded joint suggested for the project, using the welded tubes of AISI 444 alloy and the plate of AISI 316L alloy. For this purpose, the first step was to evaluate the weldability of the studied alloys, through microstructural characterization, welding procedure qualification and the intergranular corrosion test. After that, mass loss tests were conducted in 0,5 M \'H IND.2\'SO IND.4\' and 0,5 M \'H\'CL\' solutions, at 30°C, 50°C, 70°C and 90°C, according to the temperature range of the equipment operating. Electrochemical polarization tests were made in the same solution concentration used in the mass loss tests, but only in room temperature. These tests were made in samples that were welded with the same thermal cycle of the tube-to-tubesheet welded joints, and the evaluations were made on the base metal, heat affected zones and weld metal. The uniform and localized corrosion process occurred preferentially in the interface formed between tube and weld metal, and on weld metal near the tubes. In the tube-to-tubesheet dissimilar welded joints, it was observed that the corrosion process was predominant on the surface of AISI 444 alloy, probably because of the galvanic corrosion process, where the AISI 444 was an anodic region. The best performance on corrosion process was observed in AISI 316L, both the base metal and the similar welded joints. However, for the tests in chloride environment, in this process, the temperature caused a proportional influence in the corrosion rate of AISI 316L and AISI 444. In the AISI 316L alloy it was observed nucleation of pitting in HAZ and in weld metal, in both solutions, and more aggressive than observed in the AISI 444 alloy. The results showed that the AISI 444 alloy can be applied for the initial ranging temperatures of the equipments operation, with satisfactory performance.

This diploma thesis deals with design load bearing steel structure of the sport stadium roofing with 67,2 m length and 28,8 m width. Roofing structure is designed and examined in two versions. Variant A is designed like tubular truss girder with axis distance 4,8 m. Variant B is designed like welded solid-web girder with same axis distance. These versions are compared by weight, manufacturing complexity and appearance, preferable version is processed in detail. Drawings contain layout of both versions and manufacturing drawings of truss.

This diploma thesis is concerned with the numerical analysis of welded aluminim structures. In these structures, there are significant decreases in the mechanical properties at the area of the weld and in the heat affected zone as a result of welding. Within this thesis, simulations of quasi-statically loaded welded joints made from EN AW-6082 T6 alloy were performed to investigate the load capacity and ductility of these joints. Computations were performed using a programme system based on an explicit finite element method. To describe material anisotrophy, a nonlinear material model called the Weak texture model was chosen. Material properties of the weld and the heat affected zone were considered to be different from base material. The required material parameters were adopted from available literature, however, material tests and indetification procedure of these parameters were described. In comparison with the experimental data, the results of the numerical simulations showed a relatively good ability of models to capture load capacity of studied welded joints. Nevertheless, due to mesh sensitivity of models caused by localization of deformation, it was not possible to determine ductility of these joints.

The diploma thesis deals with the curve radius influence on lateral stability of continuous welded rail. It is presented the overview of present state of knowledge in the field of stability of continuous welded rail. In practical part is created the model of a track section. The influence of some parameters on loss of stability of CWR was studied. The results it are compare with the analytic analysis.

The aim of the diploma thesis is to evaluate the mechanical properties and fracture behavior of the weld join Ti6Al4V titanium alloy prepared by using an electron beam technology. The theoretical part deals with the welding of titanium alloys with the help of electron beam, the weldability evaluation of titanium alloys, the influence of electron beam welding on the microstructure and the methods of testing of weld joints. Using the experiments, the mechanical properties of the base material and the weld were evaluated and a structural analysis of the weld was performed.

The subject of this master’s thesis is the design and assessment of footbridge in Železný Brod across the Jizera river. The preliminary assessment contains 3 different variants of footbridges. Based on the multi-criteria analysis will be chosen the most suitable type for detailed design. Detailed static analysis contains assessment of the main load-bearing parts of the structure including joints. The length of span is 60,0 m and the width of passage is 2,5 m. The structure is made of steel class S355 and S460.

The thesis deals with design and static assessment of the steel railway bridge with a span 36,6 m. The bridge is located on the two-track corridor line Košice - Púchov. It consists of two bridge structures connected by a longitudinal expansion joint. The main construction consists of four solid welded beams mounted on steel calotte bearings. The bridge deck is the top with a tub for the track bed, which is continuous at the site of the bridge. Bridging the bridge is secured by a track bed and a horizontal and lateral truss bracing. On both sides of the bridge are pedestrian walkways with a width of 1,5 m.

Diplomová práce se zabývá hodnocením únavové životnosti v okolí konstručního uzlu tlakové nádoby, kde vzniká výrazná koncentrace napětí a je zde předpoklad primárního vlivu na únavu materiálu. Konkrétně se jedná o místo přechodu kontrolního otvoru do pláště analyzovaného zařízení. Práce obsahuje teoretickou a praktickou část. V teoretické části jsou představeny pojmy a metody hodnocení, související s danou problematikou. Na základě těchto metod je provedena analýza konstrukčního uzlu tlakové nádoby. Analýza je provedena metodou konečných prvků na skořepinovém a objemovém modelu nádoby v softwaru ANSYS Workbench, její výsledky dále zpracovány a vyhodnoceny dle aktuálního návrhu úpravy evropské harmonizované normy EN 13445--3, kapitoly 18. Výsledky analýz jsou hodnoceny v závěru práce.

The aim of this diploma thesis is the design of the roofing of an ice hockey stadium situated in Žďár nad Sázavou. Plan view dimensions are 55 m x 77 m. The structural height of the roof varies from 10 to 17 m. The roof itself consists of pipe truss girders with a span of 55 m, which are supported by columns on each side. The girders are suspended by a load-carrying arch with a span of 96 m and a camber of 29 m through a system of pre-stressed cables. To determine the internal forces, structural analysis software Scia Engineer was used. Individual elements were then manually designed.