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Titlebook: Service Life and Durability of Reinforced Concrete Structures; Selected Papers of t Carmen Andrade,Joost Gulikers,Elisabeth Marie-Vict Conf

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书目名称Service Life and Durability of Reinforced Concrete Structures
副标题Selected Papers of t
编辑Carmen Andrade,Joost Gulikers,Elisabeth Marie-Vict
视频video
丛书名称RILEM Bookseries
图书封面Titlebook: Service Life and Durability of Reinforced Concrete Structures; Selected Papers of t Carmen Andrade,Joost Gulikers,Elisabeth Marie-Vict Conf
描述.This volume contains the proceedings of the 8th International PhD Student Workshop on Service Life and Durability of Reinforced Concrete Structures that was held in Marne-la-Vallée, France, on September the 26th and 27th 2016. .Topics discussed in the book are related to durability performance of reinforced concrete, service life modelling, prevention, protection and repair. .Reinforced concrete structures may prove to be very durable, however, their gradual degradation over time impairing both serviceability and structural safety is still a matter of great practical concern in view of the large economic consequences for assessment, maintenance and repair. Corrosion of steel reinforcement is considered to be the most detrimental process responsible for structural deterioration..Many studies are in progress to develop a comprehensive engineering approach for assessment of the initiation and the propagation period of corrosion in both uncracked and cracked concrete. Modelling of chloride penetration and carbonation has attracted a great deal of attention in recent years, however, there is still much debate on several essential aspects such as the chloride threshold level. ASR, and a
出版日期Conference proceedings 2019
关键词Concrete durability, corrosion, service-life,repair; Durability modelling and prediction of structura
版次1
doihttps://doi.org/10.1007/978-3-319-90236-4
isbn_softcover978-3-030-07969-7
isbn_ebook978-3-319-90236-4Series ISSN 2211-0844 Series E-ISSN 2211-0852
issn_series 2211-0844
copyrightRILEM 2019
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Numerical and Experimental Development of Gradient Potential Measurement for Corrosion Detection in to actual structural conditions. Then corroded areas with controlled sizes are created through a specific device allowing chloride migration. The thickness of the concrete cover has an influence on the measures, which is why the first slab includes rebar where the cover is fixed, while it is variab
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Chloride-Induced Depassivation of Steel in Concrete—Influence of Electrochemical Potential and Anodi on the time to depassivation and on the CTL is explored. The current investigations show that there is no clear effect on the depassivation behavior for anodic polarizations up to +550 mV versus free rest potential in the passive state.
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Corrosion-Induced Degradation of Reinforced Concrete Elements: Preliminary Resultse. free corrosion potential, polarization resistance and electrical concrete resistance. The aim of this paper is to characterize the crack pattern (orientation, length and width) and the corrosion products layers according to the current density and the time.
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