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混凝土结构裂缝及保护层碳化极限状态可靠性
Reliability analysis for limit states of cracking and carbonization of concrete cover in concrete structure
【摘要】 从基于耐久性混凝土裂缝及保护层碳化两个影响方面分析了钢筋锈蚀、结构耐久性降低的机理;讨论了影响耐久性的最大裂纹宽度及构造规定的最小保护层厚度的可靠度分析方法
【Abstract】 This paper analyses the mechanism of steel corrosion and durability reduction from both cracking and carbonization of concrete cover. The analytical methods for reliability of the maximum crack width and minimum thickness of the concrete cover which affect the durability are discussed.
【关键词】 耐用性;
裂缝(建筑);
可靠性;
极限分析/保护层厚度;
【Key words】 durability; cracks(constructions); reliability; ultimate analysis/thickness of the cover;
【Key words】 durability; cracks(constructions); reliability; ultimate analysis/thickness of the cover;
【基金】 国家自然科学基金
- 【文献出处】 大连理工大学学报 ,JOURNAL OF DALIAN UNIVERSITY OF TECHNOLOGY , 编辑部邮箱 ,1997年S1期
- 【分类号】TU375
- 【被引频次】9
- 【下载频次】197