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内压作用下碳纤维增强复合材料内衬加固预应力钢筒混凝土管承载力分析

张霄杰 吴嘉瑜 陈建飞

张霄杰, 吴嘉瑜, 陈建飞. 内压作用下碳纤维增强复合材料内衬加固预应力钢筒混凝土管承载力分析[J]. 工业建筑, 2024, 54(6): 61-71. doi: 10.3724/j.gyjzG23071211
引用本文: 张霄杰, 吴嘉瑜, 陈建飞. 内压作用下碳纤维增强复合材料内衬加固预应力钢筒混凝土管承载力分析[J]. 工业建筑, 2024, 54(6): 61-71. doi: 10.3724/j.gyjzG23071211
ZHANG Xiaojie, WU Jiayu, CHEN Jian-Fei. Bearing Capacity of CFRP-Lined PCCP Under Internal Pressure[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(6): 61-71. doi: 10.3724/j.gyjzG23071211
Citation: ZHANG Xiaojie, WU Jiayu, CHEN Jian-Fei. Bearing Capacity of CFRP-Lined PCCP Under Internal Pressure[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(6): 61-71. doi: 10.3724/j.gyjzG23071211

内压作用下碳纤维增强复合材料内衬加固预应力钢筒混凝土管承载力分析

doi: 10.3724/j.gyjzG23071211
基金项目: 

国家自然科学基金项目(52178218, 52150710542)。

详细信息
    作者简介:

    张霄杰,博士研究生,主要从事管道和FRP加固管道结构力学性能分析方面的研究工作。

    通讯作者:

    陈建飞,讲席教授, 博士生导师,主要从事FRP在土木和海洋工程中的应用研究,chenjf3@sustech.edu.cn。

Bearing Capacity of CFRP-Lined PCCP Under Internal Pressure

  • 摘要: 在内压作用下,预应力钢筒混凝土管(PCCP)可能发生各结构层失效。在PCCP内壁粘贴碳纤维增强复合材料(CFRP)是常见的修复方法,然而修复PCCP在内压作用下的结构失效机理研究尚不成熟。鉴于此,建立了CFRP内衬加固PCCP在内压作用下的多层圆环模型(MRM)力学模型,推导得到了CFRP内衬加固PCCP在内压作用下管壁径向位移、应力和应变的表达式。该力学模型计算结果与已有试验结果吻合良好,验证了力学模型的正确性。参数分析结果表明:增加钢筒厚度和混凝土管芯厚度可提高PCCP的内压承载力,提升预应力水平可提高PCCP抗开裂能力,增加CFRP厚度可以提高CFRP内衬加固PCCP的内压承载力。
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出版历程
  • 收稿日期:  2023-07-12
  • 网络出版日期:  2024-06-24

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