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Reliability of FRP-Strengthened RC Bridge Girders Considering Time-Dependent Deterioration

机译：考虑时间依赖性恶化的FRP加强RC桥梁梁的可靠性

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作者
Dardar, Safaa.;
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作者单位

Wayne State University.;

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授予单位 Wayne State University.;
学科
学位 Ph.D.
年度 2020
页码 284 p.
总页数 284
原文格式 PDF
正文语种 eng
中图分类 AAI27740774;
关键词
Beam; Bridge; Corrosion; Deterioration; FRP; Reliability;

机译：光束;桥;腐蚀;恶化;FRP;可靠性;

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1. Experimental study of FRP-strengthened RC bridge girders subjected to fatigue loading [J] . Y.C. Wang, M.G. Lee, B.C. Chen Composite Structures . 2007,第4期

机译：FRP加固RC桥梁疲劳荷载试验研究。
2. Reliability Assessment of FRP-Strengthened Concrete Bridge Girders in Shear [J] . Ayman M. Okeil, Abdeldjelil Belarbi, Daniel A. Kuchma Journal of Composites for Construction . 2013,第1期

机译：玻璃纤维增强混凝土剪力梁的可靠度评估
3. Crack Condition Evaluation Approach for the Deteriorated Girder of an RC Bridge [J] . Ming-Cheng Chen, Chin-Kuo Huang, Chung-Yue Wang Journal of bridge engineering . 2007,第5期

机译：钢筋混凝土桥劣化梁裂缝状态评估方法
4. Time-Dependent Reliability Analysis of Reinforced-Concrete Bridges Including Deterioration Effects [C] . Hussam Mahmoud, Adeel Zafar Geotechnical and structural engineering congress . 2016

机译：包括劣化影响的钢筋混凝土桥梁的时变可靠性分析
5. Reliability-based deterioration model for deflection limit state in steel girder bridges. [D] . Laumet, Pascal. 2006

机译：基于可靠性的钢梁桥挠度极限状态劣化模型。
6. Experimental Research of the Time-Dependent Effects of Steel–Concrete Composite Girder Bridges during Construction and Operation Periods [O] . Guang-Ming Wang, Li Zhu, Guang-Pan Zhou, 2020

机译：钢混凝土组合梁桥梁施工及运营期时变效应的试验研究
7. RELIABILITY OF DETERIORATING STEEL BOX-GIRDER BRIDGES UNDER PITTING CORROSION [O] . Yasser Sharifi 2011

机译：蚀腐蚀下钢箱梁桥梁劣化的可靠性
8. Bridges with Premature Concrete Deterioration: Fatigue Testing of Full-Scale, Prestressed Concrete Box Girders Failing in Shear. [R] . Roche, J. M., Klingner, R. E., Fowler, T. J. 2001

机译：过早混凝土劣化的桥梁：全尺寸预应力混凝土箱梁剪切疲劳试验。

Reliability of FRP-Strengthened RC Bridge Girders Considering Time-Dependent Deterioration

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