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；
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.
出处
《大连理工大学学报》
EI
CAS
CSCD
北大核心
1997年第S1期156-158,共3页
Journal of Dalian University of Technology
基金
国家自然科学基金
关键词
耐用性
裂缝(建筑)
可靠性
极限分析/保护层厚度
durability
cracks(constructions)
reliability
ultimate analysis/thickness of the cover
