[1]韦 俊,孟 浩,薛圣广.钢筋不均匀锈蚀引起的混凝土保护层开裂有限元分析[J].西安建筑科技大学学报:自然科学版,2011,43(05):747-754.[doi:DOI :10.15986/j .1006-7930.2011.05.019]
 WE I J un,MENG Hao,XUE Sheng-guang.FEM analysis on the crack process of concrete coverinduced by non-uniform corrosion of re-bar[J].J.Xi’an Univ. of Arch. & Tech.:Natural Science Edition,2011,43(05):747-754.[doi:DOI :10.15986/j .1006-7930.2011.05.019]
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钢筋不均匀锈蚀引起的混凝土保护层开裂有限元分析()
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西安建筑科技大学学报:自然科学版[ISSN:1006-7930/CN:61-1295/TU]

卷:
43
期数:
2011年05期
页码:
747-754
栏目:
出版日期:
2011-10-31

文章信息/Info

Title:
FEM analysis on the crack process of concrete cover
induced by non-uniform corrosion of re-bar
文章编号:
1006-7930(2011)05-0747-08
作者:
韦 俊1 孟 浩2 薛圣广3
(1 .苏州科技学院, 江苏苏州215011 ;2 .苏州二建集团, 江苏苏州215004 ;3 .温州建筑设计研究院, 浙江温州325000)
Author(s):
WE I J un1 MENG Hao2 XUE Sheng-guang 3
(1 .Unive rsity o f Science and Technology of Suzho u, Suzhou 215011, China ;
2 .Suzho u Er jia n Constructio n Group Co ., Ltd, Suzho u 215004, China ;
3 .We nzho u Architectur al Desig n Resea rch Institute , Wenzhou 325000 , China)
关键词:
混凝土保护层钢筋非均匀锈蚀钢筋锈蚀率径向位移
Keywords:
concrete cov er non-uni form corrosion o f re-bar corrosion ratio o f re-bar rad ial disp lacement .
分类号:
U441
DOI:
DOI :10.15986/j .1006-7930.2011.05.019
文献标志码:
A
摘要:
钢筋发生锈蚀, 将导致混凝土保护层受拉而开裂, 严重影响混凝土结构的耐久性.针对自然环境下混
凝土构件中的钢筋往往是非均匀锈蚀, 利用ABAQUS 有限元软件, 采用对钢筋周围混凝土施加不均匀锈胀
位移的方法模拟钢筋非均匀锈蚀情况下保护层的开裂过程, 基于有限元分析结果, 得到保护层胀裂破坏时临
界径向位移计算公式;以此为基础, 推导了钢筋非均匀锈蚀时保护层开裂时钢筋锈蚀率的计算公式.最后, 通
过试验验证了本文提出的锈蚀率计算公式的合理性.
Abstract:
Occur rence o f re-bar cor ro sion will lead to the concrete co ver cracking , which seriously affect the dur ability o f
co ncr ete structur es.In dealing with the no n-unifo rm co rr osio n of re-bar in concrete compo nents under natural enviro nment
, the pape r simulates the cracking process o f concrete cover using a finite-element based method with ABAQUS softw
are .Based o n the FEM analysis results , the formula of the critical radial displacement at the cracking time is used to
predict the co rro sion ratio at the cracking time o f co ver co ncre te .Finally , the analy tical co rr osio n ra tio fo rmula presented
he rein is verified with the labo rato ry test.

参考文献/References:

 References
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备注/Memo

备注/Memo:
*收稿日期:2010-09-29   修改稿日期:2011-07-28
基金项目:建设部研究开发项目(2008-K2-35 )
作者简介:韦 俊(1977-), 男, 安徽全椒人,硕士, 讲师, 一级注册结构工程师,一级注册建造师, 主要研究方向为建筑结构设计、工程图学
更新日期/Last Update: 2015-11-05