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A Condition-Based Deterioration Model for the Stochastic Dependency of Corrosion Rate and Crack Propagation in Corroded Concrete Structures

机译：腐蚀混凝土结构腐蚀速率和裂纹扩展随机相关性的基于条件的退化模型

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International audience

机译：国际观众

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El Hajj, Boutros; SCHOEFS, Franck; Castanier, Bruno; Yeung, Thomas;
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年度 2017
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1. A Condition-Based Deterioration Model for the Stochastic Dependency of Corrosion Rate and Crack Propagation in Corroded Concrete Structures [J] . El Hajj Boutros, Schoefs Franck, Castanier Bruno, Computer-Aided Civil and Infrastructure Engineering . 2017,第1期

机译：腐蚀混凝土结构腐蚀速率和裂纹扩展随机相关性的基于条件的退化模型
2. Stochastic Modeling of Deterioration and Time-Variant Performance of Reinforced Concrete Structures under Joint Effects of Earthquakes, Corrosion, and ASR [J] . Jia Gaofeng, Gardoni Paolo, Trejo David, Journal of structural engineering . 2021,第2期

机译：地震，腐蚀和ASR联合效应下钢筋混凝土结构劣化和时变性能的随机造型
3. An integrated framework for modelling time-dependent corrosion propagation in offshore concrete structures [J] . Yu Yuguo, Gao Wei, Castel Arnaud, Engineering Structures . 2021,第Feba1期

机译：用于在海上混凝土结构中建模时间依赖腐蚀传播的综合框架
4. REINFORCEMENT CORROSION INDUCED CRACKING AND OPTIMISED REPAIR STRATEGY FOR DETERIORATING CONCRETE STRUCTURES [C] . Hua-Peng Chen, Xiang-Ming Zhou International symposium on structual engineering;ISSE 11th . 2010

机译：破坏混凝土结构的钢筋腐蚀引起的裂纹和优化的修复策略
5. Computational modeling of concrete cracking due to non-uniform steel corrosion in reinforced concrete structures. [D] . Chen, E. 2015

机译：钢筋混凝土结构中钢筋腐蚀不均匀引起的混凝土开裂的计算模型。
6. Use of Non-Linear Ultrasonic Techniques to Detect Cracks Due to Steel Corrosion in Reinforced Concrete Structures [O] . Miguel Ángel Climent, Marina Miró, Jesús Carbajo, 2019

机译：非线性超声技术在钢筋混凝土结构中检测由于钢腐蚀引起的裂缝
7. A Condition-Based Deterioration Model for the Stochastic Dependency of Corrosion Rate and Crack Propagation in Corroded Concrete Structures [O] . El Hajj, Boutros, SCHOEFS, Franck, Castanier, Bruno, 2017

机译：腐蚀混凝土结构腐蚀速率和裂纹扩展随机相关性的基于条件的劣化模型

A Condition-Based Deterioration Model for the Stochastic Dependency of Corrosion Rate and Crack Propagation in Corroded Concrete Structures

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