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海洋环境下钢筋混凝土结构锈裂损伤模型

江向阳

重庆大学学报Issue(9):77-83,7.
重庆大学学报Issue(9):77-83,7.DOI:10.11835/j.issn.1000-582X.2014.09.010

海洋环境下钢筋混凝土结构锈裂损伤模型

The assessment of corrosion and damage of reinforced concrete structures in marine environment

江向阳1

作者信息

  • 1. 安徽理工大学 理学院,安徽 淮南 232001
  • 折叠

摘要

Abstract

This paper analyzes the failure modes of reinforced concrete structures in marine environment, which is mainly influenced by the chloride ion erosion.Under the action of chloride ions,reinforced steel bars are corroded seriously,leading to cracking.We carry out this process in detail,evaluate the amount of corrosion,and then establish a cross-sectional area model of steel corrosion.Based on Fick’s law,the quantified treatment of chloride ion penetration,critical concentration,and diffusion coefficient,etc.are processed.We establish the deterioration model of steel with resistance deterioration,and analyze the reliability of the reinforced concrete structures .

关键词

钢筋混凝土结构/破坏形态/氯离子/Fick定律/可靠度

Key words

reinforced concrete structures/failure modes/chloride/Fick’s law/reliability

分类

建筑与水利

引用本文复制引用

江向阳..海洋环境下钢筋混凝土结构锈裂损伤模型[J].重庆大学学报,2014,(9):77-83,7.

基金项目

国家自然科学基金资助项目 ()

重庆大学学报

OA北大核心CSCDCSTPCD

1000-582X

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