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Experimental Study on the Effect of Steel-fibre in Concrete Thick Cap 被引量:1
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作者 卢海林 《Journal of Wuhan University of Technology(Materials Science)》 SCIE EI CAS 2007年第2期371-375,共5页
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 ... 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. 展开更多
关键词 steel-fibre concrete thick cushion cap effect mechanism
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