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

高温下混凝土T形柱正截面承载力分析
引用本文:李其廉,张学辉,郑世夺,张冀男.高温下混凝土T形柱正截面承载力分析[J].河北科技大学学报,2011,32(2):183-186.
作者姓名:李其廉  张学辉  郑世夺  张冀男
作者单位:1. 河北科技大学建筑工程学院,河北石家庄,050018
2. 华中科技大学建筑与城市规划学院,湖北武汉,430074
基金项目:河北省教育厅自然科学基金,河北省科技厅自然科学基金
摘    要:利用有限元软件实现了钢筋混凝土T形柱构件正截面承载力变形全过程模拟,计算结果与试验数据吻合良好,在此基础之上,将不同温度下混凝土和钢筋的本构关系代入T形柱有限元模型,重点分析了不同温度下钢筋混凝土T形柱构件的正截面承载能力和变形能力,初步研究了火灾对混凝土T形柱构件正截面承载能力的影响,为异形柱构件耐火性能研究提供了依...

关 键 词:混凝土  T形柱  本构关系  有限元  高温
收稿时间:2010/10/15 0:00:00
修稿时间:2011/1/4 0:00:00

Study on normal section bearing capacity of concrete T-shaped columns under high temperature
LI Qi-lian,ZHANG Xue-hui,ZHENG Shi-duo and ZHANG Ji-nan.Study on normal section bearing capacity of concrete T-shaped columns under high temperature[J].Journal of Hebei University of Science and Technology,2011,32(2):183-186.
Authors:LI Qi-lian  ZHANG Xue-hui  ZHENG Shi-duo and ZHANG Ji-nan
Institution:1.College of Civil Engineering and Architecture,Hebei University of Science and Technology,Shijiazhuang Hebei 050018,China;2.Architecture and Urban Planning School,Huazhong University of Science and Technology,Wuhan Hubei 430074,China)
Abstract:The normal section bearing capacity-deformation curve of reinforced concrete T-shaped columns was simulated by finite element software,and the result was in good agreement with the test data.On this basis,the constitutive relation of reinforcingbar and concrete at different temperature were introduced into the T-shaped columns model,the normal section bearing capacity and deformation capacity of T-shaped columns at different temperatue were analyzed,and the influence of fire on normal section bearing capacity of reinforced concrete T-shaped columns was preliminary studied,which provide foundation for fire resistance of sepcially shaped columns.
Keywords:concrete  T-shaped column  constitutive relation  finite element  high temperature
本文献已被 维普 万方数据 等数据库收录!
点击此处可从《河北科技大学学报》浏览原始摘要信息
点击此处可从《河北科技大学学报》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