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Author:

邓宗才 (邓宗才.) | 冯琦 (冯琦.)

Indexed by:

EI Scopus PKU CSCD

Abstract:

通过三点弯曲断裂试验,研究了钢纤维、钢纤维-粗聚烯烃纤维、钢纤维-聚乙烯醇纤维以及钢纤维-粗聚烯烃纤维-聚乙烯醇纤维对活性粉末混凝土(RPC)断裂韧性的改善效果.结果表明:与单掺钢纤维的RPC试件相比,钢纤维与粗聚烯烃或聚乙烯醇纤维混掺增强RPC试件的预制裂缝尖端出现数条细小的微裂缝,其荷载-挠度曲线和荷载-裂缝口张开位移(CMOD)曲线均表现出明显的“二次硬化”现象;当钢纤维体积分数为1.5%,聚乙烯醇或粗聚烯烃纤维掺量为9 kg/m3时的混杂纤维RPC试件与单掺钢纤维RPC试件相比,其峰值荷载分别提高了54.4%和85.4%,断裂能分别提高了138.4%和88.5%,断裂韧度分别提高了111.9%和50.8%;当钢纤维体积分数为1.0%,粗聚烯烃纤维和聚乙烯醇纤维掺量均为3.0 kg/m3或4.5 kg/m3时,钢纤维、粗聚烯烃和聚乙烯醇纤维混掺表现出良好的混杂效应;钢纤维体积分数为1.0%~1.5%,合成纤维总掺量为9 kg/m3时,对RPC断裂性能的改善效果最理想.

Keyword:

断裂能 混杂纤维 断裂韧度 活性粉末混凝土 混杂效应

Author Community:

  • [ 1 ] [邓宗才]北京工业大学
  • [ 2 ] [冯琦]北京工业大学

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Source :

建筑材料学报

ISSN: 1007-9629

Year: 2016

Issue: 1

Volume: 19

Page: 14-21

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count: 20

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count: 20

Chinese Cited Count:

30 Days PV: 1

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