复合材料科学与工程 ›› 2026, Vol. 0 ›› Issue (5): 41-47.DOI: 10.19936/j.cnki.2096-8000.20260528.006

• 基础与力学性能研究 • 上一篇    下一篇

玄武岩纤维复合材料大型结构管道及典型连接结构件力学性能分析

彭旭1,2, 张艺伟1,2, 王祥林1,2, 肖文强1,2, 冉龙飞1,2, 杨中甲1,2,3,4*   

  1. 1.四川玄武岩纤维新材料研究院(创新中心),广安 638000;
    2.国家市场监督管理总局技术创新中心(玄武岩纤维及先进复合材料),广安 638000;
    3.北京航空航天大学 化学学院,北京 100191;
    4.广安职业技术学院,广安 638000
  • 收稿日期:2025-04-02 出版日期:2026-05-28 发布日期:2026-07-01
  • 通讯作者: 杨中甲(1982—),男,博士,副教授,主要研究方向为高性能玄武岩纤维等纤维及其先进复合材料(玄武钢),yangzj@buaa.edu.cn。
  • 作者简介:彭旭(1991—),男,硕士,工程师,主要研究方向为结构设计与分析。
  • 基金资助:
    四川省市场监督管理局科技计划项目(SCSJZ2024010)

Analysis of mechanical performance of large-scale structural pipes and typical joint components made of basalt fiber reinforced polymer (BFRP)

PENG Xu1,2, ZHANG Yiwei1,2, WANG Xianglin1,2, XIAO Wenqiang1,2, RAN Longfei1,2, YANG Zhongjia1,2,3,4*   

  1. 1. Sichuan Institute of Basalt Fiber New Materials (Innovation Center), Guang’an 638000, China;
    2. Technology Innovation Center of Basalt Fiber Advanced Composite Materials, State Administration for Market Regulation, Guang’an 638000, China;
    3. School of Chemistry, Beihang University, Beijing 100191, China;
    4. Guang’an Vocational and Technical College, Guang’an 638000, China
  • Received:2025-04-02 Online:2026-05-28 Published:2026-07-01

摘要: 为促进玄武岩纤维复合材料(Basalt Fiber Reinforced Polymer,BFRP)管道在海洋养殖领域中得到应用,以连续玄武岩纤维/乙烯基树脂(Basalt Fiber/Vinyl Ester Resin,BF/VER)复合材料缠绕管道为研究对象,选取2根大型BF/VER缠绕圆管进行三点弯曲破坏试验,对5种直接接头、2种T形接头进行拉拔力学试验,测试管道及其典型接头力学性能。结果表明,2根10 m长的大直径BF/VER缠绕管道破裂时的最大载荷分别为128.9 kN、190.54 kN,破坏位置为加载区域1~1.5 m范围内,不同的加载方式所得结果存在显著差异。拉拔试验结果表明,除管道本体外,承插式的直接接头抗拉性能最优,极限载荷达1 223 kN,与管道本体抗拉性能仅相差6%,增加直接接头胶层厚度有利于提升其抗拉性能。同尺寸的T形接头抗拉性能与是否开马鞍口孔有关,与开马鞍口孔的接头相比,未开马鞍口孔的接头抗拉性能提高了12.2%。

关键词: BFRP缠绕管道, 三点弯曲试验, 拉拔试验, 直接接头, T形接头

Abstract: To promote the application of basalt fiber reinforced polymer (BFRP) pipes in the field of marine aquaculture, the continuous basalt fiber/vinyl ester resin (BF/VER) composite wound pipes were selected as the research object. Two large diameter BF/VER wound circular pipes were chosen for the three-point bending failure test, and five types of straight joints and two types of T-joints were subjected to the pull-out mechanical test to measure the mechanical properties of the pipes and their typical joints.The results show that the maximum loads at the rupture of the two 10-meter long large-diameter BF/VER wound pipes are 128.9 kN and 190.54 kN respectively. The failure locations are within the range of 1 m to 1.5 m from the loading area, and there are significant differences in the results obtained by different loading methods. The pull-out test indicates that, apart from the pipe body, the socket type straight joint exhibits the best tensile performance, with an ultimate load of 1 223 kN, which only differs from the tensile performance of the pipe body by 6%. An increase in the adhesive layer thickness of the straight joint is beneficial for enhancing its tensile performance. The tensile performance of T-joints of the same size is related to whether a saddle shaped hole is opened. The tensile performance of the joint without a saddle shaped hole is 12.2% higher than that of the joint with a saddle shaped hole.

Key words: BFRP wound pipes, three-point bending test, pull-out test, straight joint, T-joint

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