局部损伤GFRP管混凝土柱轴压力学行为与计算模型
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作者单位:

1武汉科技大学 城市建设学院,湖北 武汉 430065;2武汉市东西湖区将军路街道办事处 公共管理办公室,湖北 武汉 430048;3山东建筑大学 土木工程学院,山东 济南 250101

作者简介:

金清平(1975—),男,湖北当阳人,武汉科技大学教授,博士生导师,博士。E-mail:jinqingping@wust.edu.cn

通讯作者:

金清平(1975—),男,湖北当阳人,武汉科技大学教授,博士生导师,博士。E-mail:jinqingping@wust.edu.cn

中图分类号:

TU398

基金项目:

湖北省高等学校优秀中青年科技创新团队计划项目(T2022002);湖北省建设科技计划项目([2023]1656-127)


Axial Compressive Mechanical Behavior and Computational Model of Concrete-Filled GFRP Tube Columns with Local Damage
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1School of Urban Construction, Wuhan University of Science and Technology, Wuhan 430065, China;2Public Administration Office, Jiangjun Road Sub-district Office, Dongxihu District, Wuhan 430048, China;3School of Civil Engineering, Shandong Jianzhu University, Jinan 250101, China

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    摘要:

    为探明玻璃纤维增强塑料(GFRP)管局部损伤对GFRP管混凝土(CFFT)柱轴压力学行为的影响及其计算模型,考虑直线型损伤的角度、长度及损伤形状等因素,设计了9种共26根不同损伤形态的CFFT柱。通过轴压试验,观测了试件的破坏形态,测试了其极限承载力及荷载-应变曲线,分析了各因素对CFFT柱轴压力学行为的影响,并建立了相应的承载力计算模型。结果表明:沿纤维缠绕方向的局部损伤对CFFT柱轴压力学行为影响最为显著,轴向损伤次之,环向损伤影响不明显;随着纤维缠绕方向损伤长度的增加,CFFT的轴压刚度和极限承载力显著下降,当损伤长度超过30 mm后,承载力下降速率减缓;在直线型、横向V型和正方形3类损伤形状中,正方形损伤试件的承载力下降幅度最大,接近30%,且损伤形状面积越大,承载力下降越明显。基于现有模型,建立了适用于局部损伤CFFT柱的轴压强度预测模型。

    Abstract:

    To investigate the influence of local damage in outer tubes on the axial compressive behavior and analytical model of concrete-filled glass fiber reinforced polymer(GFRP) tube(CFFT) columns, nine types of CFFT columns with twenty-six specimens exhibiting various damage patterns were designed. The effects of damage orientation, length, and shape of linear-type defects were considered. Axial compression tests were conducted to observe the failure modes, determine the ultimate bearing capacities, and record the load-strain curves. The effects of each parameter on the axial compressive behavior of CFFT columns were analyzed, and a bearing-capacity prediction model was developed. The results indicate that local damage along the fiber winding direction has a pronounced effect on the axial compressive behavior of CFFT columns, while axial damage exerts a moderate influence and circumferential damage shows little effect. An increase in the damage length along the fiber winding direction causes a significant reduction in both axial stiffness and ultimate bearing capacity; when the damage length exceeds 30 mm, the rate of strength reduction becomes slower. Among the three types of damage shapes—linear, transverse V-shaped, and square-shaped, square-shaped specimens exhibit the greatest loss of capacity, reaching nearly 30%. A larger damaged area results in a more noticeable decrease in bearing capacity. Based on existing models, an axial compressive strength model for locally damaged CFFT column is established.

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金清平,姜玉琳,王悦,杨振远,都爱华.局部损伤GFRP管混凝土柱轴压力学行为与计算模型[J].建筑材料学报,2026,29(6):714-721

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  • 收稿日期:2025-07-18
  • 最后修改日期:2025-11-04
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  • 在线发布日期: 2026-07-06
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