摘要(Abstract):
在聚乙烯纤维体积分数固定为1%的情况下,分别对掺入体积分数为0、 0.3%、 0.6%和0.9%的钢纤维的试件进行直接拉伸试验,研究钢纤维掺量对高韧性水泥基复合材料直接拉伸性能的影响。结果表明,钢纤维的掺入可以有效增大试件的初裂拉力和极限拉力,与不掺钢纤维的试件相比,钢纤维体积分数为0.3%、 0.6%、 0.9%的试件的初裂应力分别增大45.19%、 80.28%、 96.15%,极限应力分别增大33.97%、 27.99%、 8.85%,拉伸应变分别减小50.81%、 23.47%、 32.39%,但仍然具有较好的延性。
关键词(KeyWords): 水泥基复合材料;拉伸性能;钢纤维;聚乙烯纤维
基金项目(Foundation): 山东省重点研发计划项目(2017GSF22016)
作者(Author): 许子龙,谢群
DOI: 10.13349/j.cnki.jdxbn.20200810.001
参考文献(References):
[1] LI V C,LEUNG C K Y.Steady-state and multiple cracking of short random fiber composites[J].Journal of Engineering Mechanics,1992,118(11):2246-2264.
[2] 熊志卿,欧忠文,王经纬,等.多尺度混杂 PVA纤维对喷射超高韧性水泥基复合材料流动性及力学性能的影响[J].混凝土,2018(11):71-73,77.
[3] AHMED S F U,MIHISHI H.Strain hardening behavior of lightweight hybrid polyvinyl alcohol (PVA) fiber reinforced cement composites[J].Materials and Structures,2011,44(6):1179-1191.
[4] PAN Z F,WU C,LIU J Z,et al.Study on mechanical properties of cost-effective polyvinyl alcohol engineered cementitious composites (PVA-ECC)[J].Construction and Building Materials,2015,78:397-404.
[5] YOO D Y,KIM S W,PARK J J.Comparative flexural behavior of ultra-high-performance concrete reinforced with hybrid straight steel fibers[J].Construction and Building Materials,2017,132:219-229.
[6] SOE K T,ZHANG Y X,ZHANG L C.Material properties of a new hybrid fibre-reinforced engineered cementitious composite[J].Construction and Building Materials,2013,43:399-407.
[7] KANG S T,CHOI J I,KOH K T,et al.Hybrid effects of steel fiber and microfiber on the tensile behavior of ultra-high performance concrete[J].Composite Structures,2016,145:37-42.
[8] 王振波.聚乙烯醇-钢纤维混杂增强水泥基复合材料力学性能研究[D].北京:清华大学,2016.
[9] 王义超,侯梦君,余江滔,等.聚乙烯纤维制备超高延性水泥基复合材料的试验研究[J].材料导报,2018,32(20):3535-3540.
[10] YU K Q,YU J T,DAI J G,et al.Development of ultra-high performance engineered cementitious composites using polyethylene (PE) fibers[J].Construction and Building Materials,2018,158:217-227.
[11] 杨简,陈宝春,沈秀将,等.UHPC单轴拉伸试验狗骨试件优化设计[J].工程力学,2018,35(10):37-46,55.