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材料导报  2025, Vol. 39 Issue (14): 24040120-8    https://doi.org/10.11896/cldb.24040120
  无机非金属及其复合材料 |
混杂纤维水泥基复合材料弯曲性能试验研究
张雷1,†, 姜超2,†, 朱学军2, 谢群1,*, 刘文胜2, 赵振振2, 郑元武2, 李阳2
1 济南大学土木建筑学院,济南 250022
2 中国建筑第五工程局有限公司,济南 250101
Experimental Study on Bending Performance of Hybrid Fiber Reinforced Cementitious Composite
ZHANG Lei1,†, JIANG Chao2,†, ZHU Xuejun2, XIE Qun1,*, LIU Wensheng2, ZHAO Zhenzhen2, ZHENG Yuanwu2, LI YANG2
1 School of Civil Engineering and Architecture, University of Jinan, Jinan 250022, China
2 China Construction Fifth Engineering Division Corp, Jinan 250101, China
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摘要 采用聚乙烯(PE)纤维和钢纤维混杂的方式制备了一种水泥基复合材料(Hybrid fiber reinforced cementitious composite,HFRCC)。在保持PEW纤维体积掺量为1%不变的情况下,通过试验研究了不同钢纤维尺寸和掺量下该材料的弯曲性能。研究表明:钢纤维的掺入会导致试件破坏形式由多裂缝开裂转变为主裂缝破坏,且掺量越高主裂缝破坏越明显;混杂纤维提高了材料的开裂挠度、抗弯强度和韧性指数,但降低了开裂应力和峰值挠度;钢纤维掺量越高其抗弯强度越高,最高可达15.40 MPa,较单掺PE纤维提升26.5%;建立的非线性回归模型对抗弯强度的预测精度较高。
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张雷
姜超
朱学军
谢群
刘文胜
赵振振
郑元武
李阳
关键词:  水泥基复合材料  混杂纤维  弯曲性能  钢纤维  聚乙烯纤维    
Abstract: Hybrid fiber reinforced cementitious composite (HFRCC) was prepared by addition polyethylene (PE) fiber and steel fiber in cement matrix in which the content of PE fiber was a constant of 1%. The flexural properties of HFRCC with different steel fiber size and content were experimentally investigated. The results showed that the incorporation of steel fiber will lead to a transition of failure modes at ultimate state from multi-crack to critical crack, and the critical-crack failure characteristics is more obvious with the increase of steel fiber content. The existence of hybrid fiber will enhance the cracking deflection, flexural strength, and toughness index of HFRCC, however, it will reduce the cracking stress and peak deflection. The flexural strength of HFRCC rises with the increase of steel fiber content and the maximum strength, and it can reach up to the max value of 15.40 MPa, 26.5% higher than that of cementitious material only with PE fiber. The proposed nonlinear regression model for flexural strength prediction has a satisfactory accuracy based on the comparison with experiment data.
Key words:  cement-based composite    hybrid fiber    bending performance    steel fiber    polyethylene fiber
出版日期:  2025-07-25      发布日期:  2025-07-29
ZTFLH:  TU528  
基金资助: 山东省住房城乡建设科技计划项目(2020-K5-18)
通讯作者:  * 谢群,工学博士,济南大学土木建筑学院教授、博士研究生导师。主要从事高性能混凝土/水泥基材料工程应用、结构防灾与智慧运维等领域的研究。cea_xieq@ujn.edu.cn   
作者简介:  张雷,济南大学土木建筑学院硕士研究生。在谢群教授的指导下从事高性能水泥基材料方向的课题研究。
姜超,本科,高级工程师,中建五局山东公司复地济南中心项目总工,主要从事超高层和大型综合体施工领域的研究。
†共同第一作者
引用本文:    
张雷, 姜超, 朱学军, 谢群, 刘文胜, 赵振振, 郑元武, 李阳. 混杂纤维水泥基复合材料弯曲性能试验研究[J]. 材料导报, 2025, 39(14): 24040120-8.
ZHANG Lei, JIANG Chao, ZHU Xuejun, XIE Qun, LIU Wensheng, ZHAO Zhenzhen, ZHENG Yuanwu, LI YANG. Experimental Study on Bending Performance of Hybrid Fiber Reinforced Cementitious Composite. Materials Reports, 2025, 39(14): 24040120-8.
链接本文:  
https://www.mater-rep.com/CN/10.11896/cldb.24040120  或          https://www.mater-rep.com/CN/Y2025/V39/I14/24040120
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