Coupled reliability model of biodeterioration, chloride ingress and cracking for reinforced concrete structures

Emilio Bastidas-Arteaga; Mauricio Sanchez-Silva; Alaa Chateauneuf; Moema Ribas Silva

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Coupled reliability model of biodeterioration, chloride ingress and cracking for reinforced concrete structures

机译：钢筋混凝土结构生物劣化，氯化物侵入和开裂的耦合可靠性模型

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Maintaining and operating civil infrastructure systems has been recognized as a critical issue worldwide. Among all possible causes of safety reduction during the structural lifetime, deterioration is particularly important. Structural deterioration is us

机译：维护和运营民用基础设施系统已被公认为全球范围内的关键问题。在结构寿命期间降低安全性的所有可能原因中，劣化特别重要。结构恶化是我们

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来源
《Structural Safety》 |2008年第2期|p.110-129|共20页
作者
Emilio Bastidas-Arteaga; Mauricio Sanchez-Silva; Alaa Chateauneuf; Moema Ribas Silva;
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作者单位

Department of Civil and Environmental Engineering. Universidad de los Andes, Carrera I N. 18A-70 Edificio W, Piso 3. Bogota, Colombia;

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收录信息美国《科学引文索引》(SCI);美国《工程索引》(EI);
原文格式 PDF
正文语种 eng
中图分类建筑科学;
关键词
biodeterioration; chloride ingress; corrosion; crack initiation; crack propagation; reliability;

机译：生物降解;氯化物侵入;腐蚀;裂纹萌生;裂纹扩展;可靠性;

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专利

1. Finite element reliability analysis of chloride ingress into reinforced concrete structures [J] . C. FRIER, J. D. SORENSEN Structure and Infrastructure Engineering . 2007,第4期

机译：氯化物进入钢筋混凝土结构的有限元可靠性分析
2. Probabilistic models applied to safety assessment of reinforced concrete structures subjected to chloride ingress [J] . Caio Gorla Nogueira, Edson Denner Leonel Engineering failure analysis . 2013,第Null期

机译：概率模型在钢筋混凝土结构受氯侵害的安全性评估中的应用
3. Present limitations of models for predicting chloride ingress into reinforced concrete structures [J] . Nilsson LO Journal de Physique, IV: Proceedings of International Conference . 2006,第0期

机译：预测氯化物进入钢筋混凝土结构的模型的当前局限性
4. Input Value Correlation in Chloride Ion Ingress Modelling and Concrete Structures Reliability [C] . SOMODIKOVA Martina, TEPLY Bretislav, VORECHOVSKA Dita International Conference on Non-Traditional Cement and Concrete . 2018

机译：氯离子入口建模与混凝土结构的输入值相关性
5. Effect of Localized Corrosion of Steel on Chloride-Induced Concrete Cover Cracking in Reinforced Concrete Structures. [D] . Busba, Ezeddin. 2013

机译：钢的局部腐蚀对钢筋混凝土结构中氯化物引起的混凝土覆盖层开裂的影响。
6. Adaptive Crack Modeling with Interface Solid Elements for Plain and Fiber Reinforced Concrete Structures [O] . Yijian Zhan, Günther Meschke 2017

机译：带有平面实体和纤维混凝土结构的界面固体单元自适应裂纹建模
7. Coupled reliability model of biodeterioration, chloride ingress and cracking for reinforced concrete structures [O] . Emilio Bastidas-arteaga A, Mauricio Sánchez-silva A, Alaa Chateauneuf B, 2013

机译：钢筋混凝土结构生物劣化，氯化物侵入和开裂的耦合可靠性模型

Coupled reliability model of biodeterioration, chloride ingress and cracking for reinforced concrete structures

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