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原文传递 Residual Flexural Capacity and Performance Assessment of Corroded Reinforced Concrete Beams
题名: Residual Flexural Capacity and Performance Assessment of Corroded Reinforced Concrete Beams
其他题名: Almusallam,A.A.,A.S.Al-Gahtani,A.R.Aziz,F.H.Dakhil,and Rasheeduzzafar.1996."Effect of reinforcement corrosion on flexural behavior of concrete slabs."J.Mater.Civ.Eng.8(3):123-127.https://doi.org/10.1061/(ASCE)0899-1561(1996)8:3(123).
正文语种: 英文
作者: Hua-Peng Chen
关键词: Rebar corrosion;Concrete cracking;Performance deterioration;Stochastic modeling;Residual life
摘要: This paper presents an approach for evaluating concrete cracking growth and structural resistance deterioration due to reinforcement corrosion and for predicting future structural performance during the service life of the corroded concrete beams. The evolution of corrosion-induced concrete cracking is analytically predicted and then adopted for estimating the residual bond strength of the corroded steel rebar. The flexural capacity deterioration of a corroded concrete beam is accurately determined with consideration of rebar cross-section loss, yielding strength reduction and bond strength degradation caused by reinforcement corrosion. The concrete cracking growth and flexural capacity deterioration rates are chosen as random variables for modeling structural performance deterioration over time during the life cycle. The gamma process is then used for time-dependent stochastic deterioration modeling and the remaining life estimate of the corroded concrete beams. The results for the worked example show that the proposed approach can provide reliable predictions for concrete crack development and structural strength deterioration, and also give an effective method for lifetime performance assessment of the corroded concrete structures.
出版年: 2018
论文唯一标识: P-26Y2018V144N12005
英文栏目名称: TECHNICAL PAPERS
doi: 10.1061/(ASCE)ST.1943-541X.0002144
期刊名称: Journal of Structural Engineering
拼音刊名(出版物代码): P-26
卷: 144
期: 12
页码: 41-51
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