Effects of FRP fiber orientations on four-point bending behaviour of FRP-concrete-steel tubular beams: Experimental study and modeling

被引:4
作者
Zhang, Bing [1 ,2 ]
Zhou, Chong [1 ]
Zhang, Sumei [1 ,2 ]
Peng, Yutao [1 ]
Li, Ye [1 ,2 ]
机构
[1] Harbin Inst Technol Shenzhen, Sch Civil & Environm Engn, Shenzhen 518055, Peoples R China
[2] Harbin Inst Technol, Guangdong Prov Key Lab Intelligent & Resilient Str, Shenzhen 518055, Peoples R China
基金
中国国家自然科学基金;
关键词
FRP; Tubular beam; Composite beam; Fiber orientation; Four-point bending; Numerical simulation; STRESS-STRAIN MODEL; FLEXURAL BEHAVIOR; COMPOSITES; COLUMNS;
D O I
10.1016/j.engstruct.2024.119191
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
FRP-concrete-steel double-skin tubular beams (DSTBs), comprising an inner steel tube, an outer FRP tube, and an intermediate concrete layer, are increasingly used in bridge structures. Previous research has mainly concentrated on DSTBs with FRP tubes featuring fibers oriented in or near the hoop direction. However, such orientations can result in cracking of the FRP tube under early loading or normal service conditions due to inadequate longitudinal tensile strength. This cracking compromises the corrosion resistance and long-term serviceability of DSTBs. To address this issue, this study systematically investigates the effects of different fiber orientations ( f 80 degrees, f 60 degrees, and f 45 degrees relative to the longitudinal direction) on the four-point bending performance of DSTBs. Key experimental and theoretical findings include: (1) All DSTBs demonstrated excellent ductility under fourpoint bending, regardless of the FRP fiber orientations. (2) f 60 degrees and f 80 degrees fiber-wound FRP tubes exhibited significant tensile-side cracking, with cracks propagating along the fiber winding direction. Conversely, f 45 degrees fiber-wound FRP tubes showed superior cracking resistance and provided adequate longitudinal tensile capacity on the tensile side. (3) The bending capacity was highest in specimens with f 45 degrees fiber-wound FRP tubes, followed by those with f 60 degrees tubes, and lowest for those with f 80 degrees tubes. (4) The inclusion of shear studs could effectively mitigate the relative slippage between the concrete and steel tube. (5) The bending performance of DSTBs was simulated using OpenSees, with the constitutive model of the FRP tubes carefully accounting for the stress states associated with different fiber orientations during failure. The developed numerical model accurately predicted the load-deflection curves of DSTBs, but featuring with a conservative trend. The findings of this study confirm that optimizing fiber orientation is crucial for enhancing the performance and durability of DSTBs in practical applications.
引用
收藏
页数:24
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