首页 | 本学科首页   官方微博 | 高级检索  
     检索      

锈胀开裂后变形钢筋与混凝土粘结性能实验研究
引用本文:王磊,马亚飞,张建仁,邓鸣.锈胀开裂后变形钢筋与混凝土粘结性能实验研究[J].实验力学,2010,25(2):151-158.
作者姓名:王磊  马亚飞  张建仁  邓鸣
作者单位:长沙理工大学,土木与建筑学院,湖南,410004
基金项目:国家自然科学基金项目,交通运输部西部交通建设科技项目,湖南省应用基础重点项目 
摘    要:为研究锈胀开裂对变形钢筋与混凝土间粘结性能的影响,开展了电化学快速锈蚀内贴应变片钢筋混凝土试件的拔出实验,得到了不同位置处钢筋的应变,进而推导了钢筋与混凝土不同位置处的粘结应力,分析了锈胀裂缝宽度对钢筋与混凝土间不同位置处粘结应力的影响。实验研究表明:粘结试件中的钢筋应变对锈胀裂缝宽度的敏感性大;对于锈胀裂缝较小的试件,其粘结应力峰值接近加载端,而对于锈胀裂缝较大的试件,粘结应力峰值更靠近自由端。

关 键 词:桥梁工程  锈胀开裂  钢筋应变  粘结应力  拔出实验
收稿时间:8/2/2009 12:00:00 AM

Experimental Research on Bond Property between Corroded Deformed Reinforcement and Concrete
WANG Lei,MA Ya-fei,ZHANG Jian-ren and DENG Ming.Experimental Research on Bond Property between Corroded Deformed Reinforcement and Concrete[J].Journal of Experimental Mechanics,2010,25(2):151-158.
Authors:WANG Lei  MA Ya-fei  ZHANG Jian-ren and DENG Ming
Institution:WANG Lei,MA Ya-fei,ZHANG Jian-ren,DENG Ming(School of Civil & Architecture Engineering,Changsha University of Science & Technology,Changsha 410004,China)
Abstract:In order to study the effect of crack induced by corrosion on the bond property between reinforcement and concrete,pullout tests for bonding specimens with deformed reinforcing bar and interiorly adhibited strain gauge were carried out.The test specimens were produced by accelerated corrosion.Different reinforcement strains were obtained,therefore the bond stresses between reinforcement and concrete were derived.The effect of corrosion cracks on bond stress between the reinforcement and concrete was analyze...
Keywords:bridge engineering  corrosion crack  reinforcement strain  bond stress  pullout experiment  
本文献已被 CNKI 万方数据 等数据库收录!
点击此处可从《实验力学》浏览原始摘要信息
点击此处可从《实验力学》下载免费的PDF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