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多因素腐蚀环境下混凝土结构的初锈时间模型及其可靠度分析

张建仁 王华 彭建新 宋波

长沙理工大学学报:自然科学版2012,Vol.9Issue(1):34-40,7.
长沙理工大学学报:自然科学版2012,Vol.9Issue(1):34-40,7.

多因素腐蚀环境下混凝土结构的初锈时间模型及其可靠度分析

Initiation time model and its reliability analysis for concrete, structures under multi-corrosive factors

张建仁 1王华 1彭建新 1宋波1

作者信息

  • 1. 长沙理工大学桥梁工程安全控制省部共建教育部重点实验室,湖南长沙410004
  • 折叠

摘要

Abstract

Based on the Fick's second law, a multi-factor model of the chloride ion corrosion is established. In this model, the influence of time, chloride ion binding, temperature, de- terioration of concrete, prestress, sag of protecting coating, chloride convectiveregion are taken into accounts, and the mathematic solution is given. Based on this model, a sensitivi- ty analysis about the corrosion initiation time of the steel bar has been conducted, and it has been found that temperature is the most sensitive factor for chloride ion corrosion when it has the same change with humidity and quantity of mixed slag. Probability of the initiation time and its reliability of a bridge are predicted based on the revised model using Monte- Carlo simulation.

关键词

混凝土结构/可靠度/多因素腐蚀/初锈时间/模型

Key words

concrete structure reliability/multi-corrosive/initiation time/model

分类

建筑与水利

引用本文复制引用

张建仁,王华,彭建新,宋波..多因素腐蚀环境下混凝土结构的初锈时间模型及其可靠度分析[J].长沙理工大学学报:自然科学版,2012,9(1):34-40,7.

基金项目

国家自然科学基金资助项目 ()

长沙理工大学学报:自然科学版

OACSTPCD

1672-9331

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