徐州工程学院学报（自然科学版）2025，Vol.40Issue(3)：45-51,7.
掺纤维钢筋混凝土隧道衬砌的结构性能研究
Structural Performance of Fiber-Reinforced Concrete Tunnel Linings
张支璨1
作者信息
- 1. 福建水利电力职业技术学院 建筑工程学院,福建 永安 366000
- 折叠
摘要
Abstract
Currently,fiber-reinforced concrete(FRC)has been widely applied in the field of tunnel linings.This study therefore conducts an in-depth analysis of the structural performance of FRC and traditional reinforced concrete(RC)tunnel linings.Full-scale tests were conducted on equally sized FRC and RC tunnel lining specimens to determine their mechanical behavior and failure mechanisms.The results show that,compared with RC specimens,FRC specimens have a higher bearing capacity at the yield point.This proves that FRC has better bearing capacity and durability and can be used in many practical engineering applications.关键词
纤维/混凝土/纤维增强混凝土/隧道/结构性能/衬砌Key words
fiber/concrete/FRC/tunnel/structural performance/lining分类
交通工程引用本文复制引用
张支璨..掺纤维钢筋混凝土隧道衬砌的结构性能研究[J].徐州工程学院学报（自然科学版）,2025,40(3):45-51,7.
