Mixed Bayesian Network for reliability assessment of RC structures subjected to environmental actions

IF 5.7 1区 工程技术 Q1 ENGINEERING, CIVIL
Hongyuan Guo , You Dong , Emilio Bastidas-Arteaga
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引用次数: 0

Abstract

Under environmental action, reinforced concrete (RC) structures might suffer from reinforcement corrosion caused by the surrounding environment, dramatically reducing structural reliability and threatening social development. However, most of the existing reliability assessment methods for RC structures only focused on the structural performance at the design stage given the original unchanged environment, ignoring the effects of realistic exposure conditions and inspection results on reliability evaluation. Thus, this paper develops a general reliability assessment framework based on a Mixed Bayesian network (MBN), incorporating three modules, i.e., durability assessment, load-bearing capacity analysis, and time-dependent reliability analysis. In MBN, separate sub-BNs are built based on different modules and connected by pinch point variables where probabilistic information is transmitted via soft evidence. Besides, this framework considers time-dependent environmental parameters and two-dimensional chloride transport and their effects on reliability. Meanwhile, adjustment coefficients are applied to improve the results of the analytical mechanical model with respect to different limit states through the finite element model (FEM). The proposed MBN framework is illustrated for a corroded RC beam under a marine atmospheric environment to investigate the effects of environmental modeling, chloride transport patterns, and concrete crack inspection on reliability assessment. The results indicate that under the assumed conditions in the case study, early inspection of large cracks may significantly overestimate the failure probability by about 500%. Besides, failure probability might be underestimated by about 95%, ignoring the time-variant environment and two-dimensional chloride transport.

环境作用下RC结构可靠性评估的混合贝叶斯网络
在环境作用下,钢筋混凝土结构可能会受到周围环境引起的钢筋腐蚀,严重降低结构的可靠性,威胁社会发展。然而,现有的钢筋混凝土结构可靠性评估方法大多只关注设计阶段在原始环境不变的情况下的结构性能,忽略了现实暴露条件和检测结果对可靠性评估的影响。因此,本文开发了一个基于混合贝叶斯网络(MBN)的通用可靠性评估框架,包括三个模块,即耐久性评估、承载能力分析和时间相关可靠性分析。在MBN中,独立的子BN基于不同的模块构建,并通过夹点变量连接,其中概率信息通过软证据传输。此外,该框架考虑了与时间相关的环境参数和二维氯化物传输及其对可靠性的影响。同时,通过有限元模型(FEM),应用调整系数来改善分析力学模型对不同极限状态的结果。以海洋大气环境下腐蚀钢筋混凝土梁为例,研究了环境建模、氯化物传输模式和混凝土裂缝检测对可靠性评估的影响。结果表明,在案例研究的假设条件下,对大裂纹的早期检查可能会大大高估失效概率约500%。此外,忽略时变环境和二维氯化物传输,失效概率可能被低估约95%。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Structural Safety
Structural Safety 工程技术-工程:土木
CiteScore
11.30
自引率
8.60%
发文量
67
审稿时长
53 days
期刊介绍: Structural Safety is an international journal devoted to integrated risk assessment for a wide range of constructed facilities such as buildings, bridges, earth structures, offshore facilities, dams, lifelines and nuclear structural systems. Its purpose is to foster communication about risk and reliability among technical disciplines involved in design and construction, and to enhance the use of risk management in the constructed environment
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