| 注册
首页|期刊导航|建筑结构学报|钢筋混凝土结构基于耐久性劣化度的可靠性分析

钢筋混凝土结构基于耐久性劣化度的可靠性分析

潘洪科 边亚东 杨林德

建筑结构学报2011,Vol.32Issue(1):105-109,5.
建筑结构学报2011,Vol.32Issue(1):105-109,5.

钢筋混凝土结构基于耐久性劣化度的可靠性分析

Reliability analysis of reinforced concrete structure based on durability and deterioration grade

潘洪科 1边亚东 1杨林德2

作者信息

  • 1. 中原工学院,建筑工程学院,河南郑州,450007
  • 2. 同济大学,地下建筑与工程系,上海,200092
  • 折叠

摘要

Abstract

The durability deficiency of a structure can cause its performance deterioration and lead to lower structural reliability.Based on two deterioration grade models and limit state method established, reliability calculation method for whole service life of concrete structure was suggested using two different deterioration grades for durability as indexes.Combined with actual engineering examples, the limit state functions were set up with an example of carbonation degradation problem of concrete structure under load and then were analyzed based on the two deterioration grade models by applying reliability theories.The calculation method of structure reliability based on durable deterioration grade was researched in this paper, which provided reference for analyzing the durability of engineering structure in service.The results show that durability of structures and the statistical values of concrete cover thickness and carbonization rate or the amount of steel corrosion are closely related.

关键词

钢筋混凝土/可靠度/极限状态函数/耐久性劣化度

分类

建筑与水利

引用本文复制引用

潘洪科,边亚东,杨林德..钢筋混凝土结构基于耐久性劣化度的可靠性分析[J].建筑结构学报,2011,32(1):105-109,5.

基金项目

国家自然科学基金项目(50678135),河南省教育厅自然科学研究计划项目(2008B560013). (50678135)

建筑结构学报

OA北大核心CSCDCSTPCD

1000-6869

访问量0
|
下载量0
段落导航相关论文