271 research outputs found

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

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    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

    A framework for robustness assessment in the context of corroded RC structures

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    Structural robustness is an emergent concept related to the structural response to damage. At the present time, robustness is not well defined and much controversy still remains around this subject. Even if robustness has seen growing interest as a consequence of catastrophic consequences due to extreme events, the fact is that the concept can also be very useful when considered on more probable exposure scenarios such as deterioration, among others. This paper intends to be a contribution to the definition of structural robustness, especially in the analysis of reinforced concrete structures subjected to corrosion. To achieve this, first of all, several proposed robustness definitions and indicators and misunderstood concepts will be analyzed and compared. From this point and regarding a concept that could be applied to most type of structures and dam-age scenarios, a robustness definition is proposed. To illustrate the proposed concept, an example of corroded reinforced concrete structures will be analyzed using nonlinear analysis numerical methods based on a contin-uum strong discontinuities approach and isotropic damage models for concrete. Finally the robustness of the presented example will be assessed.COST Action TU-0601; Fundação para Ciência e Tecnologi

    Photon-number-resolving segmented avalanche-photodiode detectors

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    We investigate the feasibility and performance of photon-number-resolved photodetection employing avalanche photodiodes (APDs) with low dark counts. The main idea is to split n photons over m modes such that every mode has no more than one photon, which is detected alongside propagation by an APD. We characterize performance by evaluating the purities of positive-operator-valued measurements (POVMs), in terms of APD number and photon loss.Comment: 5 pages, 7 figures, submitted for publicatio

    Deterioration modeling of steel moment resisting frames using finite-length plastic hinge force-based beam-column elements

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    The use of empirically calibrated moment-rotation models that account for strength and stiffness deterioration of steel frame members is paramount in evaluating the performance of steel structures prone to collapse under seismic loading. These deterioration models are typically used as zero-length springs in a concentrated plasticity formulation; however, a calibration procedure is required when they are used to represent the moment-curvature (M−χ) behavior in distributed plasticity formulations because the resulting moment-rotation (M−θ) response depends on the element integration method. A plastic hinge integration method for using deterioration models in force-based elements is developed and validated using flexural stiffness modifications parameters to recover the exact solution for linear problems while ensuring objective softening response. To guarantee accurate results in both the linear and nonlinear range of response, the flexural stiffness modification parameters are computed at the beginning of the analysis as a function of the user-specified plastic hinge length. With this approach, moment-rotation models that account for strength and stiffness deterioration can be applied in conjunction with force-based plastic hinge beam-column elements to support collapse prediction without increased modeling complexity

    Four years (2011–2015) of total gaseous mercury measurements from the Cape Verde Atmospheric Observatory

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    Mercury is a chemical with widespread anthropogenic emissions that is known to be highly toxic to humans, ecosystems and wildlife. Global anthropogenic emissions are around 20 % higher than natural emissions and the amount of mercury released into the atmosphere has increased since the industrial revolution. In 2005 the European Union and the United States adopted measures to reduce mercury use, in part to offset the impacts of increasing emissions in industrialising countries. The changing regional emissions of mercury have impacts on a range of spatial scales. Here we report 4 years (December 2011–December 2015) of total gaseous mercury (TGM) measurements at the Cape Verde Observatory (CVO), a global WMO-GAW station located in the subtropical remote marine boundary layer. Observed total gaseous mercury concentrations were between 1.03 and 1.33 ng m−3 (10th, 90th percentiles), close to expectations based on previous interhemispheric gradient measurements. We observe a decreasing trend in TGM (−0.05 ± 0.04 ng m−3 yr−1, −4.2 % ± 3.3 % yr−1) over the 4 years consistent with the reported decrease of mercury concentrations in North Atlantic surface waters and reductions in anthropogenic emissions. The decrease was more visible in the summer (July–September) than in the winter (December–February), when measurements were impacted by air from the African continent and Sahara/Sahel regions. African air masses were also associated with the highest and most variable TGM concentrations. We suggest that the less pronounced downward trend inclination in African air may be attributed to poorly controlled anthropogenic sources such as artisanal and small-scale gold mining (ASGM) in West Africa

    A comparison of production control systems in a flexible flow shop

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    Production control in make-to-order must address the companies’ need for short delivery times and on-time deliveries. Several production control systems may be used to meet these needs. This paper presents a simulation study to evaluate the delivery performance of the TKS, GKS and POLCA production co ntrol systems, in the context of a make-to-order flexible flow shop. Since TKS is used for make-to-stock manufacturing, an adaptation of it is made to use in make-to-order. Results of a simulation study show that the adapted TKS outperforms POLCA, but performs worse than GKS. The study is a contribution for the alignment of production control theory to the industrial practice.This work had the financial support of FCT- Fundacao para a Ciencia e Tecnologia of Portugal under the project PEst2015-2020: UID/CEC/00319/2013.info:eu-repo/semantics/publishedVersio

    Rolling resistance contribution to a road pavement life cycle carbon footprint analysis

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    Purpose Although the impact of road pavement surface condition on rolling resistance has been included in the life cycle assessment (LCA) framework of several studies in the last years, there is still a high level of uncertainty concerning the methodological assumptions and the parameters that can affect the results. In order to adopt pavement carbon footprint/LCA as a decision-making tool, it is necessary to explore the impact of the chosen methods and assumptions on the LCA results. Methods This paper provides a review of the main models describing the impact of the pavement surface properties on vehicle fuel consumption and analyses the influence of the methodological assumptions related to the rolling resistance on the LCA results. It compares the CO2 emissions, calculated with two different rolling resistance models existing in literature, and performs a sensitivity test on some specific input variables (pavement deterioration rate, traffic growth, and emission factors/fuel efficiency improvement). Results and discussion The model used to calculate the impact of the pavement surface condition on fuel consumption significantly affects the LCA results. The pavement deterioration rate influences the calculation in both models, while traffic growth and fuel efficiency improvement have a limited impact on the vehicle CO2 emissions resulting from the pavement condition contribution to rolling resistance. Conclusions and recommendations Existing models linking pavement condition to rolling resistance and hence vehicle emissions are not broadly applicable to the use phase of road pavement LCA and further research is necessary before a widely-used methodology can be defined. The methods of modelling and the methodological assumptions need to be transparent in the analysis of the impact of the pavement surface condition on fuel consumption, in order to be interpreted by decision makers and implemented in an LCA framework. This will be necessary before product category rules (PCR) for pavement LCA can be extended to include the use phase

    Evaluation of the use of cold chambers used to fruits and vegetables storage in the terminal warehouse of São Paulo

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    Post-harvest shelf life of fruits and vegetables is direct related to storage temperatures of these products. At controlled conditions of temperature and humidity, the speed of metabolic reactions can be reduced, allowing better conservation of the products. The evaluation was carried out in the Terminal Market of São Paulo- CEAGESP, to identify the condition of cold chambers used for storage of fruits and vegetables. The parameters investigated were: air temperature, relative humidity, refrigerated conditions, type of floor, chamber and door dimensions. Data were used to calculate thermal load. Apples and pears were the most stored commodities (63.25%) in CEAGESP, followed by bananas (24.10%). Based on the average commercialization volume, it was observed that 73.91% of the motors were super dimensioned.O tempo de vida pós-colheita de frutas e hortaliças está diretamente relacionado à temperatura de armazenamento do produto. Em condições controladas de temperatura e umidade relativa do ar, as reações metabólicas podem ser retardadas, proporcionando melhor conservação do produto. Foram realizadas avaliações das câmaras frias destinadas à estocagem de frutas e hortaliças na Companhia de Entrepostos e Armazéns Gerais de São Paulo, CEAGESP - São Paulo - SP, com o objetivo de identificar a situação das câmaras frias utilizadas nesse entreposto. As condições de estocagem dos produtos foram avaliadas por meio dos parâmetros: temperatura do ar, umidade relativa, isolamento, equipamento frigorífico (condensador, compressor, evaporador), piso, dimensões da câmara e da porta. Avaliou-se a eficiência de uso por meio do cálculo para a determinação da carga térmica. Observou-se que maçã e pêra possuem os maiores volumes comercializados, utilizando-se de estocagem pelo frio (63,25%), seguido pela banana (24,10%). Baseando-se no volume médio de comercialização dos permissionários, constatou-se que 73,91% possuem motores superdimensionados a sua capacidade calorífica de uso.83283

    Microsatellite analysis supports clonal propagation and reduced divergence of Trypanosoma vivax from asymptomatic to fatally infected livestock in South America compared to West Africa

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    Background: Mechanical transmission of the major livestock pathogen Trypanosoma vivax by other biting flies than\ud tsetse allows its spread from Africa to the New World. Genetic studies are restricted to a small number of isolates\ud and based on molecular markers that evolve too slowly to resolve the relationships between American and West\ud African populations and, thus, unable us to uncover the recent history of T. vivax in the New World.\ud Methods: T. vivax genetic diversity, population structure and the source of outbreaks was investigated through the\ud microsatellite multiloci (7 loci) genotype (MLGs) analysis in South America (47isolates from Brazil, Venezuela and\ud French Guiana) and West Africa (12 isolates from The Gambia, Burkina Faso, Ghana, Benin and Nigeria).\ud Relationships among MLGs were explored using phylogenetic, principal component and STRUCTURE analyses.\ud Results: Although closely phylogenetically related, for the first time, genetic differences were detected between\ud T. vivax isolates from South America (11 genotypes/47 isolates) and West Africa (12 genotypes/12 isolates) with no\ud MLGs in common. Diversity was far greater across West Africa than in South America, where genotypes from Brazil\ud (MLG1-6), Venezuela (MLG7-10) and French Guiana (MLG11) shared similar but not identical allele composition. No\ud MLG was exclusive to asymptomatic (endemic areas) or sick (outbreaks in non-endemic areas) animals, but only\ud MLGs1, 2 and 3 were responsible for severe haematological and neurological disorders.\ud Conclusions: Our results revealed closely related genotypes of T. vivax in Brazil and Venezuela, regardless of\ud endemicity and clinical conditions of the infected livestock. The MLGs analysis from T. vivax across SA and WA\ud support clonal propagation, and is consistent with the hypothesis that the SA populations examined here derived\ud from common ancestors recently introduced from West Africa. The molecular markers defined here are valuable to\ud assess the genetic diversity, to track the source and dispersion of outbreaks, and to explore the epidemiological\ud and pathological significance of T. vivax genotypes.This work was funded through projects within the PROAFRICA and PROSUL programs from the Brazilian agency CNPq. We are grateful to Professor Erney P. Camargo for the joint coordination of these projects and helpful commentaries on the manuscript. HAG was funded by a CDCH-UCV studentship from Venezuela; ACR is a postdoctoral fellow of PNPD-CAPES and CMFR is recipient of PhD scholarships from CNPq-PROTAX. The authors would like to acknowledge for clinical and epidemiological information, blood samples of T. vivax infected livestock and valuable help in the fieldwork several colleagues Garcia et al. Parasites & Vectors 2014, 7:210 Page 11 of 13\ud http://www.parasitesandvectors.com/content/7/1/210 from African countries, Venezuela and Brazil (Galiza GF, Da Silva A and Cadioli L\ud also for previous joint studies). We are grateful to The Wellcome Trust for making available sequences from the genome of T. vivax from Sanger Institute. We are deeply in debt to Wendy Gibson (Bristol University, UK) for helpful discussions and suggestions that much improved our manuscript
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