荷载作用下钢筋混凝土构件裂缝宽度的计算比较被引量：3

Comparison of international code provisions on concrete crack prediction

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摘要混凝土构件裂缝开展宽度计算是水工结构重要的验算内容之一。对现行国际常用规范的裂缝计算方法进行介绍,比较分析各国规范的异同点,通过实例分析各国规范的计算规律,结合近年来对于裂缝宽度的研究成果,对我国现行港工规范裂缝宽度计算公式提出改进建议,为涉外工程提供参考。 The crack width prediction is one of the most important contents in concrete structure design. This paper compares different international code provisions and analyzes the calculation conclusion based on the case studies. Combining with the current study on the crack with, some suggestions on current Chinese code are proposed, which could be useful for overseas projects.

作者章少兰仲维亮

机构地区中交水运规划设计院有限公司

出处《水运工程》北大核心 2015年第11期14-19,46,共7页 Port & Waterway Engineering

关键词钢筋混凝土裂缝国际标准 concrete structure crack international code

分类号 O653 [理学—分析化学] TP72 [自动化与计算机技术—检测技术与自动化装置]

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参考文献13

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2BS 8110-2:1985 Structure use of Concrete-Part 2:Code of practice for special circumstances[S].
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