首页 | 本学科首页   官方微博 | 高级检索  
     

锈蚀钢筋与混凝土间粘结力和滑移量静力分析
引用本文:龚亮英,彭波峰,赵迎新,刘又文.锈蚀钢筋与混凝土间粘结力和滑移量静力分析[J].湖南工业大学学报,2012,26(3):29-34.
作者姓名:龚亮英  彭波峰  赵迎新  刘又文
作者单位:1. 湖南省建筑工程集团总公司海外工程公司,湖南长沙410004 湖南大学机械与运载工程学院,湖南长沙410082
2. 长沙洞井建筑股份有限公司工程部,湖南长沙410004 湖南大学机械与运载工程学院,湖南长沙410082
3. 湖南大学机械与运载工程学院,湖南长沙,410082
基金项目:国家自然科学基金资助项目(11172094,11172095)
摘    要:建立了锈蚀钢筋与混凝土间粘结力和滑移量静力分析模型,利用复势函数方法和线性本构滑移模型,获得了反平面剪切载荷作用下锈蚀钢筋混凝土界面上,不同点的粘结力和滑移量封闭形式解析解。研究了钢筋锈蚀率、钢筋直径、混凝土保护层厚度、反平面剪切载荷、箍筋间距和箍筋直径对锈蚀钢筋与混凝土间粘结力和滑移量的影响,为进一步研究锈蚀后钢筋混凝土结构的力学性能提供理论依据。

关 键 词:钢筋混凝土  锈蚀率  粘结力  滑移量  解析解
收稿时间:2012/3/20 0:00:00

Static Analysis of Bond Stress and Slip between Corroded Rebar and Concrete
Gong Liangying,Peng Bofeng,Zhao Yingxin and Liu Youwen.Static Analysis of Bond Stress and Slip between Corroded Rebar and Concrete[J].Journal of Hnnnan University of Technology,2012,26(3):29-34.
Authors:Gong Liangying  Peng Bofeng  Zhao Yingxin and Liu Youwen
Affiliation:1.Overseas Engineering Company,Hunan Construction Engineering Group,Changsha 410004,China; 2.Engineering Department,Changsha Dongjing Building Stock Company Ltd,Changsha 410004,China; 3.College of Mechanical and Vehicle Engineering,Hunan University,Changsha 410082,China)
Abstract:The static model of the bond stress and slip between corroded rebar and concrete is established. By using the complex variable method and the linear constitutive mode of slip, the closed form analytic solutions are obtained under antiplane shear loads for the bond stress and the slip of different points on the interface of corroded reinforced concrete. The impacts of the corrosion rate, diameter of rebar, thickness of concrete cover, antiplane shear loads, spacing of stirrup and diameter of stirrup on the bond stress and the slip between corroded rebar and concrete are studied. It provides the theoretical basis for further research on structural mechanics of corroded concrete.
Keywords:reinforced concrete  corrosion ratio  bond stress  slip  analytical solution
本文献已被 CNKI 万方数据 等数据库收录!
点击此处可从《湖南工业大学学报》浏览原始摘要信息
点击此处可从《湖南工业大学学报》下载全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号