STUDY ON PREDICTION OF DETERIoRATED RC STRUCTURES RECEIVED CHLORIDE INDUCED DAMAGE BASED ON RELIABILITY THEORY

摘要：

The method to predict the damage level of deteriorated structure received chlorideinduced damage iS proposed in this paper．The deterioration phenomenon of structures inactual environment iS varied widely．Therefore，the stochastic method iS carried out in ordertO consider the actual structure with uncertainty in nature．Three parameters．Equivalentdiffusion coefficient,Error of cover thickness and Threshold chloride ion density iS modelledas stochastic parameters．

关键词： chloride induced damage prediction reliability theory RC structure

作者: Manabu Matsushima Masaru Yokota Hiroyuki Nakagawa

作者单位: Department of Safety Systems Construction,Kagawa University,Japan Division of Civil Engineering,Shikoku Research Institut Inc.,Japan

会议类型: 国际会议

会议名称: The International Conference on Durability of Concrete Structures(2008年混凝土结构耐久性国际学术会议)

会议地点: 杭州

会议语种:英文

页码: 1026-1031

在线出版日期: 2008-11-01（万方平台首次上网日期，不代表论文的发表时间）