Made available in DSpace on 2014-10-09T12:49:40Z (GMT). No. of bitstreams: 0 / Made available in DSpace on 2014-10-09T14:01:21Z (GMT). No. of bitstreams: 1 10192.pdf: 6833898 bytes, checksum: 366c211ea17c52eecbc22d5392203f97 (MD5) / Dissertacao (Mestrado) / IPEN/D / Instituto de Pesquisas Energeticas e Nucleares - IPEN/CNEN-SP

Made available in DSpace on 2014-10-09T12:49:40Z (GMT). No. of bitstreams: 0 / Made available in DSpace on 2014-10-09T14:01:21Z (GMT). No. of bitstreams: 1 10192.pdf: 6833898 bytes, checksum: 366c211ea17c52eecbc22d5392203f97 (MD5) / Dissertacao (Mestrado) / IPEN/D / Instituto de Pesquisas Energeticas e Nucleares - IPEN/CNEN-SP

Made available in DSpace on 2014-10-09T12:42:33Z (GMT). No. of bitstreams: 0 / Made available in DSpace on 2014-10-09T14:01:46Z (GMT). No. of bitstreams: 0 / Tese (Doutoramento) / IPEN/T / Instituto de Pesquisas Energeticas e Nucleares - IPEN-CNEN/SP

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Made available in DSpace on 2014-10-09T12:42:33Z (GMT). No. of bitstreams: 0 / Made available in DSpace on 2014-10-09T14:01:46Z (GMT). No. of bitstreams: 0 / O desenvolvimento de sistemas de conversão de energia baseados na tecnologia de células a combustível tem demandado estudos de confiabilidade, uma vez que requisitos de durabilidade e custo passaram a ser fundamentais para a inserção desta tecnologia no mercado de energia. Neste trabalho foi proposta uma metodologia de análise de confiabilidade de células a combustível de membrana polimérica condutora de prótons (células a combustível do tipo PEM), tendo em vista a qualificação destes itens como protótipos de unidades comerciais. A metodologia proposta incluiu uma avaliação inicial qualitativa das possíveis falhas em células a combustível do tipo PEM, realizada pela aplicação de uma Análise de Modos de Falha e Efeitos, técnica conhecida pela sigla FMEA. Além disso, foi elaborado um plano de testes de vida para as unidades produzidas no IPEN CNEN/SP e foi efetuada a análise dos resultados usando-se métodos estatísticos para dados de confiabilidade. Assim, a parte experimental consistiu em produzir as células a combustível no laboratório e submetê-las aos testes de vida, nos quais foram simuladas condições reais de operação. Os dados amostrais foram analisados estatisticamente, gerando resultados importantes em relação às medidas de desempenho e durabilidade dos dispositivos em estudo. Por meio de uma análise não paramétrica, foi gerada uma estimativa da função de confiabilidade das células a combustível usando-se o estimador de Kaplan- Meier. Pela modelagem paramétrica, foi possível ajustar uma distribuição exponencial para o tempo de vida destes dispositivos, gerando uma estimativa de vida média de 1.094,58 horas, com intervalo de 95% de confiança de [533,03 horas; 2.836,13 horas]. Com relação ao desempenho, foi aplicada uma regressão linear simples aos dados de potencial elétrico ao longo do tempo, gerando um valor aproximado para a taxa de queda do potencial elétrico de 80 μV h-1. Cabe ressaltar que, a metodologia proposta neste estudo deverá ser integrada ao processo de desenvolvimento das células a combustível, para permitir o acompanhamento da melhoria de sua confiabilidade. / Tese (Doutoramento) / IPEN/T / Instituto de Pesquisas Energeticas e Nucleares - IPEN-CNEN/SP

Made available in DSpace on 2014-10-09T12:26:16Z (GMT). No. of bitstreams: 0 / Made available in DSpace on 2014-10-09T14:09:46Z (GMT). No. of bitstreams: 0 / Dissertacao (Mestrado) / IPEN/D / Instituto de Pesquisas Energeticas e Nucleares - IPEN-CNEN/SP

A large component of the State of Utah's transportation network involves the use of MSE walls, which have proven useful in infrastructure for their reduced costs and footprint compared to other alternatives. As effective as MSE walls have been in responding to demands in transportation, they also have inherent challenges. For the majority of MSE walls the structure is limited in observation as structural components are buried as part of the soils mass. This inability to observe at can lead to the development of complex failure mechanisms, which can be difficult to assess and anticipate. As society becomes increasingly reliant on the transportation networks for goods, services, and security, properly understanding the potential failure mechanisms of MSE walls also increases in importance. This thesis discusses the development of an inspection procedure, data collection, geotechnical asset management database, and an evaluation of gathered information to be used in a reliability analysis of MSE walls for the State of Utah. The findings suggest areas of improvement in the design, specifications, maintenance, and further investigation of MSE walls.

No description available.

Increasing interest, from the U.S. Army Corps of Engineers (USACE) and other agencies, in using deep-mixing methods (DMM) to improve the stability of levees constructed on soft ground is driven by the need to reduce levee footprints and environmental impacts and to allow for more rapid construction. Suitable methods for analysis and design of these systems are needed to ensure that the DMM technology is properly applied. DMM shear walls oriented perpendicular to the levee alignment are an effective arrangement for supporting unbalanced lateral loads. Shear walls constructed by overlapping individual DMM columns installed with single-axis or multiple axis equipment include vertical joints caused by the reduced width of the wall at the overlap between adjacent columns. These joints can be made weaker by misalignment during construction, which reduces the efficiency of the overlap. Depending on the prevalence and strength of these joints, complex failure mechanisms, such as racking due to slipping along vertical joints between adjacent installations in the shear walls, can occur. Ordinary limit equilibrium analyses only account for a composite shearing failure mode; whereas, numerical stress-strain analyses can account for other failure modes. Five case studies provided by the USACE were analyzed to evaluate the behavior of levee and floodwall systems founded on soft ground stabilized with DMM shear walls. These identified and illustrated potential failure mechanisms of these types of systems. Two-dimensional numerical stability and settlement analyses were performed for the case studies using the FLAC computer program. The key findings and conclusions for the individual case studies were assessed and integrated into general conclusions about design of deep-mixing support for levees and floodwalls. One of the significant findings from this research was to identify the potential for a partial depth racking failure, which can control design when the DMM shear walls are socketted into a relatively strong bearing layer. The potential for partial depth racking failure is not discussed in the literature and represents a new failure mode identified by this research. This discovery also highlights the importance of adapting suitable methods for analysis and design of these systems to address all potential failure modes. / Ph. D.

Robots must plan and execute tasks in the presence of uncertainty. Uncertainty arises from sensing errors, control errors, and uncertainty in the geometry of the environment. The last, which is called model error, has received little previous attention. We present a framework for computing motion strategies that are guaranteed to succeed in the presence of all three kinds of uncertainty. The motion strategies comprise sensor-based gross motions, compliant motions, and simple pushing motions.