کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
307430 513361 2016 12 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
Reliability assessment of deteriorating reinforced concrete structures by representing the coupled effect of corrosion initiation and progression by Bayesian networks
ترجمه فارسی عنوان
ارزیابی قابلیت اطمینان از تخریب سازه های بتنی با نشان دادن اثر متقابل آغاز و رشد خوردگی توسط شبکه های بیزی
موضوعات مرتبط
مهندسی و علوم پایه سایر رشته های مهندسی مهندسی عمران و سازه
چکیده انگلیسی


• A generic framework for the stochastic modeling of reinforced concrete deterioration is presented.
• A combination of structural reliability analysis and Bayesian networks is proposed.
• Calculation of probabilities of rare events in an efficient and consistent way.
• Updating the model with new information from measurements and inspection results is shown.
• Basic features of the framework are illustrated along an indicative example.

Reinforced concrete structures constitute an essential part of the building infrastructure. This infrastructure is aging, and a large number of structures will exceed the prescribed service period in the near future. The aging of concrete structures is often accompanied by corresponding deterioration mechanisms. One of the major deterioration mechanisms is the corrosion of the reinforcing steel, caused by chloride ions and carbon dioxide exposure.Here, a generic framework for the stochastic modeling of reinforced concrete deterioration caused by corrosion is presented. This framework couples existing probabilistic models for chloride and carbonation initiation with models for the propagation and consequences of corrosion. For this purpose, a combination of structural reliability analysis and Bayesian networks is used to estimate the probability of failure of a reinforced concrete structure.This approach allows the calculation of probabilities of rare events for simple structures in an efficient and consistent way to update the model with new information from measurements, monitoring and inspection results.The generic framework enables a holistic view of the current service life models. Corresponding sensitivity studies, finding optimal decisions for treating deteriorated reinforced concrete structures and temporal changes of structures can also be represented and analyzed within this framework.

ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Structural Safety - Volume 62, September 2016, Pages 12–23
نویسندگان
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