Zeng Junjie, Long Tianwei
Department of Civil and Transportation Engineering, Guangdong University of Technology, Guangzhou 510006, China.
Department of Civil and Environmental Engineering, University of Macau, Macau 999078, China.
Polymers (Basel). 2021 Dec 30;14(1):125. doi: 10.3390/polym14010125.
In this study, a novel form of tubular columns that is made of ultra-high-performance concrete (UHPC) internally reinforced with fiber-reinforced polymer (FRP) grid (herein referred to as ) was developed. The axial compression test results of FRP grid-UHPC tubular columns with and without in-filled concrete are presented and discussed. Effects of the number of the FRP grid-reinforcing cages, the presence of in-filled concrete, and the presence of external FRP confinement were investigated. The test results confirmed that the FRP-UHPC tubular columns have a satisfactory compressive strength, and the strength and ductility of FRP-confined concrete-filled FRP grid-UHPC tube columns are enhanced due to the confinement from the FRP wrap. The proposed FRP grid-reinforced UHPC composite tubes are attractive in structural applications as pipelines or permanent formworks for columns, as well as external jackets (can be prefabricated in the form of two halves of tubes) for strengthening deteriorated reinforced concrete columns.
在本研究中,开发了一种新型管状柱,其由内部用纤维增强聚合物(FRP)网格增强的超高性能混凝土(UHPC)制成(在此称为 )。给出并讨论了有和没有填充混凝土的FRP网格-UHPC管状柱的轴向压缩试验结果。研究了FRP网格钢筋笼数量、填充混凝土的存在以及外部FRP约束的存在的影响。试验结果证实,FRP-UHPC管状柱具有令人满意的抗压强度,并且由于FRP包裹层的约束,FRP约束混凝土填充FRP网格-UHPC管柱的强度和延性得到增强。所提出的FRP网格增强UHPC复合管在结构应用中作为管道或柱的永久模板以及用于加固劣化钢筋混凝土柱的外部护套(可以制成两半管的形式预制)具有吸引力。