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持续荷载下预应力纤维增强复合材料筋混凝土梁变形性能研究进展

严大威 薛伟辰 江佳斐

严大威, 薛伟辰, 江佳斐. 持续荷载下预应力纤维增强复合材料筋混凝土梁变形性能研究进展[J]. 工业建筑, 2024, 54(6): 1-12. doi: 10.3724/j.gyjzG24043001
引用本文: 严大威, 薛伟辰, 江佳斐. 持续荷载下预应力纤维增强复合材料筋混凝土梁变形性能研究进展[J]. 工业建筑, 2024, 54(6): 1-12. doi: 10.3724/j.gyjzG24043001
YAN Dawei, XUE Weichen, JIANG Jiafei. A State-of-the-Art Review on Deformation Performance of Concrete Beams Prestressed with FRP Tendons Under Sustained Loading[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(6): 1-12. doi: 10.3724/j.gyjzG24043001
Citation: YAN Dawei, XUE Weichen, JIANG Jiafei. A State-of-the-Art Review on Deformation Performance of Concrete Beams Prestressed with FRP Tendons Under Sustained Loading[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(6): 1-12. doi: 10.3724/j.gyjzG24043001

持续荷载下预应力纤维增强复合材料筋混凝土梁变形性能研究进展

doi: 10.3724/j.gyjzG24043001
基金项目: 

国家自然科学基金重点项目(52130806)。

国家重点研发计划项目(2022YFB3706500)

详细信息
    作者简介:

    严大威,博士研究生,主要从事FRP筋混凝土结构方面的研究,2110045@tongji.edu.cn。

    通讯作者:

    薛伟辰,博士,教授,博士生导师,主要从事土木工程复合材料及预应力混凝土结构的研究,xuewc@tongji.edu.cn。

A State-of-the-Art Review on Deformation Performance of Concrete Beams Prestressed with FRP Tendons Under Sustained Loading

  • 摘要: 持续荷载作用下,纤维增强复合材料(FRP)筋蠕变松弛和混凝土收缩徐变引起的过大的附加变形将影响预应力FRP筋混凝土(FRP-PC)梁的正常使用。通过对FRP-PC梁长期性能及其设计方法的最新研究进展进行综述,归纳了不同FRP筋的蠕变和松弛特性及其预测方法,总结了有关有黏结FRP-PC梁和体外FRP-PC梁的长期性能试验结果,介绍了基于按龄期调整有效模量法(AEMM)或基于积分型徐变表达式的FRP-PC梁变形性能时随有限元分析方法,以及相应的多参数分析结果,分析了FRP-PC梁长期变形的计算理论与简化设计方法。最后,对今后FRP-PC梁长期性能的研究方向进行了展望。
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  • 收稿日期:  2024-04-30
  • 网络出版日期:  2024-06-24

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