Fuzzy Reliability Study of Concrete Durability

摘要：

Based on the mechanism, influencing factors and their fuzziness of reinforced concrete (RC) cracking caused by corrosion of steel bars, fuzzy reliability of RC durability failure due to corrosion expansion of steel bars is analyzed adopting the mathematic model of fuzzy probability. The method having the advantages of explicit concept, convenient calculation and stable results which is proved by the examples accords with the actual situation and can be applied to the engineering practice.

关键词： durability fuzzy reliability concrete corrosion of steel bars cracking

作者: SHI Yanghang ZHANG Lu CHU Shaofeng

作者单位: College of Civil Engineering,Huaqiao University,Quanzhou 362021,Fujian,China

会议类型: 国际会议

会议名称: The 2008 International Symposium on Safety Science and Technology(2008年安全科学技术国际会议)

会议地点: 北京

会议语种:英文

页码: 1885-1888

在线出版日期: 2008-09-24（万方平台首次上网日期，不代表论文的发表时间）