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Experimental Study on the Effect of Steel-fibre in Conerete Thick Cap
引用本文:LU Hailin ZHANG Mingyuan LI Zhongxian. Experimental Study on the Effect of Steel-fibre in Conerete Thick Cap[J]. 武汉理工大学学报(材料科学英文版), 2007, 22(2): 371-375
作者姓名:LU Hailin ZHANG Mingyuan LI Zhongxian
作者单位:[1]School of Civil Engineering, Tianjin University, Tianjin 300072, China [2]School of Urban Construction,Yangtze University, Jingzhou 434023,China [3]Design Institute, Wuhan University of Technology, Wuhan 430070, China
基金项目:Funded by the Research Project of Specification of Structural Design and Construction of Steel-fibre Reinforced Concrete (CECS38:92)
摘    要:The effect of steel fibre used in concrete was systematically analyzed by model testing of 30 2-pile thick caps of steel-fibre reinforced concrete, in which the model scale was 1:5. The experiment system composed of a loading device, strain measurement system and a data-acquisition system was used, also an electromechanic centigrade scale, a lens and a Y J-25 static resistance strainometer were used.The experimental results show that the volumetric rate of steel fibre and draw ratio have an important influence on its load-bearing capacity. The incorporation of steel fibre can effectively improve the extension and reduce the thickness of the caps.

关 键 词:钢纤维 混凝土 厚承台 实验研究
修稿时间:2005-09-122006-07-07

Experimental Study on the Effect of Steel-fibre in Conerete Thick Cap
LU Hailin, ZHANG Mingyuan, LI Zhongxian. Experimental Study on the Effect of Steel-fibre in Conerete Thick Cap[J]. Journal of Wuhan University of Technology. Materials Science Edition, 2007, 22(2): 371-375
Authors:LU Hailin   ZHANG Mingyuan   LI Zhongxian
Affiliation:1. School of Civil Engineering, Tianjin University, Tianjin 300072, China; 2. School of Urban Construction,Yangtze University, Jingzhou 434023,China; 3. Design Institute, Wuhan University of Technology, Wuhan 430070, China
Abstract:
Keywords:steel-fibre concrete  thick cushion cap   effect mechanism
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