湖北工业大学学报
湖北工業大學學報
호북공업대학학보
JOURNAL OF HUBEI UNIVERSITY OF TECHNOLOGY
2012年
2期
114-117
,共4页
钢丝网%钢纤维%聚丙烯纤维%体积分数%拉伸试验
鋼絲網%鋼纖維%聚丙烯纖維%體積分數%拉伸試驗
강사망%강섬유%취병희섬유%체적분수%랍신시험
ferrocement%steel fiber%polypropylene fiber%direct tensile test
对不同配合比的钢丝网钢-聚丙烯混杂纤维增强水泥砂浆进行拉伸试验,研究表明:体积分数为0.5%钢纤维与1.0%聚丙烯纤维混杂的钢丝网钢-聚丙烯混杂纤维增强水泥砂浆极限强度提高了15%,韧性也有大幅度的提升;比较可知该组配合比拉伸性能效果最佳.同时对拉伸试验过程进行了受力分析.
對不同配閤比的鋼絲網鋼-聚丙烯混雜纖維增彊水泥砂漿進行拉伸試驗,研究錶明:體積分數為0.5%鋼纖維與1.0%聚丙烯纖維混雜的鋼絲網鋼-聚丙烯混雜纖維增彊水泥砂漿極限彊度提高瞭15%,韌性也有大幅度的提升;比較可知該組配閤比拉伸性能效果最佳.同時對拉伸試驗過程進行瞭受力分析.
대불동배합비적강사망강-취병희혼잡섬유증강수니사장진행랍신시험,연구표명:체적분수위0.5%강섬유여1.0%취병희섬유혼잡적강사망강-취병희혼잡섬유증강수니사장겁한강도제고료15%,인성야유대폭도적제승;비교가지해조배합비랍신성능효과최가.동시대랍신시험과정진행료수력분석.
The direct tensile behaviour of steel-polypropylene hybrid fiber reinforced ferrocement with different mix ratios were tested in this paper.Experimental results showed that the ultimate strength of steel-polypropylene hybrid fiber reinforced ferrocement with 0.5% volume fractions of steel fiber and 1.0% volume fractions of polypropylene fiber increased by 15%,and the toughness also improved;Compared with other mix ratios,this mix ratio had best effect on the tensile property of ferrocement.Furthermore,the mechanical property of steel-polypropylene hybrid fiber reinforced ferrocement was analyzed in the paper.