摘要
为了研究海洋环境下氯离子侵蚀引起的混凝土结构耐久性行为,在重点考虑材料、环境、混凝土应力水平以及表层对流区影响的基础上,建立了预应力混凝土氯离子侵入扩散模型;随后,基于预应力混凝土桥梁结构耐久性失效的特点,提出了以预应力筋临界锈蚀作为耐久性极限状态的标志;并在各随机变量统计分析的基础上,采用Monte-Carlo方法研究了不同水胶比、不同保护层厚度时的可靠指标变化情况,得出了给定目标可靠指标下预应力筋的最小保护层厚度。相关研究成果可以为工程设计提供一定参考。
In order to study the durability behavior of concrete structure caused by chloride attack in marine environment,a calculated model for chloride ingress in prestressed concrete is built,which mainly takes material property,environment,stress level of concrete and surface convection into account.Then,considering the character of durability failure for presstressed concrete bridge structure,the durability limit state is defined as the initiation of prestressing steel＇s corrosion.Based on the statistic results of relevant random variables,the reliability indexes under various water-binder ratio and cover thickness are studied with Monte-Carlo simulation;and the minimum cover thickness are proposed to satisfy certain target reliability index.Analytical results can provide some reference to engineering durability design.
出处
《江苏建筑》
2012年第2期47-50,共4页
Jiangsu Construction
基金
国家自然科学基金项目(50908103)
关键词
预应力混凝土桥梁
海洋环境
耐久性
保护层厚度
可靠指标
prestressed concrete bridge
marine environment
durability
cover thickness
reliability index
