A reliability-based measure of robustness for concrete structures subjected to corrosion

This work is a contribution to the definition and assessment of structural robustness. Special emphasis is given to reliability of reinforced concrete structures under corrosion of longitudinal reinforcement. On this communication several authors’ proposals in order to define and measure structural robustness are analyzed and discussed. The probabilistic based robustness index is defined, considering the reliability index decreasing for all possible damage levels. Damage is considered as the corrosion level of the longitudinal reinforcement in terms of rebar weight loss. Damage produces changes in both cross sectional area of rebar and bond strength. The proposed methodology is illustrated by means of an application example. In order to consider the impact of reinforcement corrosion on failure probability growth, an advanced methodology based on the strong discontinuities approach and an isotropic continuum damage model for concrete is adopted. The methodology consist on a two-step analysis: on the first step an analysis of the cross section is performed in order to capture phenomena such as expansion of the reinforcement due to the corrosion products accumulation and damage and cracking in the reinforcement surrounding concrete; on the second step a 2D deteriorated structural model is built with the results obtained on the first step of the analysis. The referred methodology combined with a Monte Carlo simulation is then used to compute the failure probability and the reliability index of the structure for different corrosion levels. Finally, structural robustness is assessed using the proposed probabilistic index.

Influência do ciclo menstrual na fracção exalada de óxido nítrico

RESUMO:A determinação da fracção exalada de óxido nítrico (FENO) é amplamente utilizada como um biomarcador da inflamação eosinofílica das vias aéreas. Alguns estudos sugerem que a produção de óxido nítrico (NO) é influenciada pelas variações cíclicas hormonais na mulher,porém os dados não são consensuais. Deste modo, o objectivo do nosso estudo foi avaliar como varia a FENO ao longo do ciclo menstrual. Com esta finalidade, avaliamos um grupo de 20 voluntárias, em idade fértil, com ciclo menstrual regular, não fumadoras, que não utilizavam contraceptivos hormonais, nem suplementos alimentares e/ou medicamentosos e que não se encontravam grávidas, nem a amamentar. Todas referiram não ter conhecimento de qualquer patologia que afecte a FENO. A existência de atopia foi controlada através de testes cutâneos por prick, tendo-se excluído as participantes que apresentaram testes positivos. Realizamos quatro visitas de estudo, com base na periodicidade do ciclo de cada participante, nas quais, efectuamos a determinação da FENO, a quantificação dos níveis plasmáticos de óxido nítrico e nitratos (NO/NO3 -) e o doseamento hormonal de 17 -estradiol e progesterona. As avaliações realizaram-se no período da manhã, em jejum absoluto, tendo respeitado uma dieta pobre em nitratos no dia anterior e abstido da prática de exercício vigoroso uma hora antes da avaliação. Com este trabalho, verificamos um aumento significativo da FENO na fase secretora (17.97 ppb ± 5.8) comparativamente com a fase menstrual e proliferativa (16.48 ppb ± 3.6 e 15.95 ppb ±2.8, respectivamente). Não observamos variações significativas dos níveis plasmáticos de NO/NO3 - ao longo do ciclo. Constatamos uma correlação positiva entre a FENO e os níveis plasmáticos de NO/NO3 - durante a ovulação e verificamos que, para a nossa amostra, os níveis hormonais de estradiol e progesterona não são preditores do valor da FENO, nem dos níveis plasmáticos de NO/NO3-. Os resultados deste trabalho mostram uma variação da FENO ao longo do ciclo, ainda assim, mantendo-se os seus valores dentro do intervalo de referência, reforçando a fiabilidade deste biomarcador.--ABSTRACT:The determination of fractional exhaled nitric oxide (FENO) is widely used as a biomarker of eosinophilic airway inflammation. Some studies suggest that nitric oxide (NO) is influenced by cyclical hormonal changes in women, but those are not consensual. The aim of our study was to assess how FENO varies throughout the menstrual cycle. With this purpose, we studied a group of 20 volunteers within childbearing age, with regular menstrual cycle, non-smokers, who were not taking any medications including hormonal contraception and food supplements and who were not pregnant or breast-feeding. All participants reported not being aware of any condition that could affect the FENO. The presence of atopy was controlled by a skin prick test, having been excluded participants with positive test. We conducted four study visits, based on the periodicity of the cycle of each participant. In each visit, we made the determination of the FENO, the quantification of plasmatic levels of nitric oxide and nitrates (NO/NO3 -) and the blood levels of hormone estradiol-17 and progesterone. The evaluations occurred at morning, after overnight fasting. The participants were request to follow a low-nitrate diet in the previous day and refrained from vigorous exercise, for at least one hour before the visit We found a significant increase of FENO on secretory phase (17.97 ppb ± 5.8) compared with the menstrual and proliferative phase (16.48 ppb ± 3.6 and 15.95 ppb ± 2.8, espectively). No significant variations were found throughout the menstrual cycle in plasmatic levels of NO/NO3 -. We found a positive correlation between FENO and plasmatic levels of NO/NO3 - during ovulation. Finally, in our sample, the levels of oestradiol and progesterone are not predictors of FENO value nor of plasmatic levels of NO/NO3-. This study shows a variation of FENO over the menstrual cycle, nevertheless, the values remain within the reference range, reinforcing the reliability of this biomarker.

Reliability analysis of a timber truss system subjected to decay

Assessing the safety of existing timber structures is of paramount importance for taking reliable decisions on repair actions and their extent. The results obtained through semi-probabilistic methods are unrealistic, as the partial safety factors present in codes are calibrated considering the uncertainty present in new structures. In order to overcome these limitations, and also to include the effects of decay in the safety analysis, probabilistic methods, based on Monte-Carlo simulation are applied here to assess the safety of existing timber structures. In particular, the impact of decay on structural safety is analyzed and discussed, using a simple structural model, similar to that used for current semi-probabilistic analysis.

Aircraft Engines Maintenance Costs and Reliability: An Appraisal of the Decision Process to Remove an Engine for a Shop Visit Aiming at Minimum Maintenance Unit Cost

Dissertação apresentada como requisito parcial para obtenção do grau de Mestre em Estatística e Gestão de Informação.

An application of reliability-based robustness assessment of steel moment resisting frame structures under post-mainshock cascading events

The paper presented herein proposes a reliability-based framework for quantifying the structural robustness considering the occurrence of a major earthquake (mainshock) and subsequent cascading hazard events, such as aftershocks that are triggered by the mainshock. These events can significantly increase the probability of failure of buildings, especially for structures that are damaged during the mainshock. The application of the proposed framework is exemplified through three numerical case studies. The case studies correspond to three SAC steel moment frame buildings of 3-, 9-, and 20- stories, which were designed to pre-Northridge codes and standards. Twodimensional nonlinear finite element models of the buildings are developed using the Open System for Earthquake Engineering Simulation framework (OpenSees), using a finite-length plastic hinge beam model and a bilinear constitutive law with deterioration, and are subjected to multiple mainshock-aftershock seismic sequences. For the three buildings analyzed herein, it is shown that the structural reliability under a single seismic event can be significantly different from that under a sequence of seismic events. The reliability-based robustness indicator used shows that the structural robustness is influenced by the extent by which a structure can distribute damage.