Assessment of the reliability profiles for concrete bridges

Palle Thoft-Christensen

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Assessment of the reliability profiles for concrete bridges

机译：评估混凝土桥梁的可靠性

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In this paper calculation of reliability profiles is discussed. ULS as well as SLS limit states are formulated. Corrosion due to chloride penetration is the considered deterioration mechanism. Three models for corrosion are formulated. A definition of service lifetime for concrete bridges is presented and discussed. The proposed method of calculating reliability profiles is illustrated on an existing U.K. bridge.

机译：本文讨论了可靠性曲线的计算。制定了ULS以及SLS极限状态。氯化物渗透引起的腐蚀被认为是恶化的机理。制定了三种腐蚀模型。提出并讨论了混凝土桥梁使用寿命的定义。在现有的英国桥梁上说明了所提出的计算可靠性曲线的方法。

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来源
《Engineering Structures》 |1998年第11期|p.1004-1009|共6页
作者
Palle Thoft-Christensen;
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作者单位

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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
中图分类建筑结构;
关键词
concrete bridges; reliability assessment; corrosion modelling;

机译：混凝土桥梁;可靠性评估;腐蚀建模;

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Assessment of the reliability profiles for concrete bridges

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