Symptom-based reliability and lifetime prediction for latticed structures under atmospheric corrosion

被引:1
|
作者
Xiao, Nan [1 ]
Wang, Hai [1 ]
Chen, Hua-Peng [2 ]
Zhang, Fei-Lin [3 ]
机构
[1] College of Civil Engineering and Architecture, Zhejiang University, Hangzhou 310058, China
[2] Department of Civil Engineering, University of Greenwich, Chatham Maritime, Kent, ME4 4TB, United Kingdom
[3] Civil Aviation New era Airport Design and Research Institute Co., Ltd, Shanghai 200131, China
关键词
In order to determine the performance deterioration of latticed structures subjected to steel corrosion under atmospheric exposure; symptom-based reliability method employing stress evolutions of structural members as a primary symptom was presented; where the practical steel corroding process was replaced by the model gained from long term experimental results of steel exposed in corrosive environment. The Weibull model curve; fitted by the stress-time curve of the controlling member with its wall thickness decreasing constantly; was employed for symptom-based reliability analysis and lifetime prediction of latticed structures. Considering the discrepancy between symptom data from the practical health monitoring and those from the analytical results; the predictions of symptom-based reliability analysis were updated. The results from a case study show that the structural reliability and remaining useful lifetime drcrease year by year; based on the design reference under the consideration of the performance deterioration due to the single cause for damage. This conclusion grees with those published in previous papers;
D O I
10.3785/j.issn.1008-973X.2013.08.008
中图分类号
学科分类号
摘要
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页码:1373 / 1378
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