Experimental investigation on seismic behavior of PVA-steel hybrid fiber reinforced cementitious composite beam-column assemblages | |
Han, Jianping1,2; Liu, Wenlin1,2; Cui, Ming1,2 | |
2018-11-01 | |
发表期刊 | Tumu Gongcheng Xuebao/China Civil Engineering Journal |
ISSN | 1000131X |
卷号 | 51期号:11页码:32-40 and 52 |
摘要 | In order to restrain the shear crack formation and the slip of the longitudinal reinforcement bars embedded in the beam concrete, replacing ordinary concrete with PVA-steel hybrid fiber reinforced cementitious composite (HyFRCC) is one of the optional measures to improve the seismic performance of reinforced concrete beam-column assemblages. 8 beam-column assemblage specimens were designed to investigate the seismic behavior of HyFRCC beam-column assemblages by quasi-static tests. 6 of them are PVA-steel HyFRCC assemblages, and the other 2 specimens are PVA fiber reinforced cementitious composite assemblage and ordinary reinforced concrete assemblage respectively for comparison. The hysteretic behavior, backbone curve, ductility and energy dissipation capacity were investigated under cyclic load for various fiber content. Experimental results show that the addition of fibers effectively inhibits the formation and development of shear cracks, and the bearing capacity, ductility and energy dissipation capacity of beam-column assemblages are significant improved. The seismic behavior of HyFRCC assemblages is better than that of PVA fiber reinforced cementitious composite assemblage whether before or after peak loading. © 2018, Editorial Office of China Civil Engineering Journal. All right reserved. |
关键词 | Concrete beams and girders Connectors (structural) Ductility Energy dissipation Hysteresis Seismic response Steel fibers Beam-columns Energy dissipation capacities Hybrid fiber Quasi-static tests Seismic behavior |
收录类别 | EI |
语种 | 中文 |
出版者 | Editorial Office of China Civil Engineering Journal |
EI入藏号 | 20191406724015 |
EI主题词 | Reinforced concrete |
EI分类号 | 412 Concrete - 484.2 Secondary Earthquake Effects - 525.4 Energy Losses (industrial and residential) - 819.4 Fiber Products - 951 Materials Science - 961 Systems Science |
来源库 | Compendex |
分类代码 | 412 Concrete - 484.2 Secondary Earthquake Effects - 525.4 Energy Losses (industrial and residential) - 819.4 Fiber Products - 951 Materials Science - 961 Systems Science |
文献类型 | 期刊论文 |
条目标识符 | https://ir.lut.edu.cn/handle/2XXMBERH/114129 |
专题 | 土木工程学院 教务处(创新创业学院) |
作者单位 | 1.Key Laboratory of Disaster Prevention and Mitigation in Civil Engineering of Gansu Province, Lanzhou University of Technology, Lanzhou; 730050, China; 2.Institute of Earthquake Protection and Disaster Mitigation, Lanzhou University of Technology, Lanzhou; 730050, China |
第一作者单位 | 甘肃省土木工程防灾减灾重点实验室; 兰州理工大学 |
第一作者的第一单位 | 甘肃省土木工程防灾减灾重点实验室 |
推荐引用方式 GB/T 7714 | Han, Jianping,Liu, Wenlin,Cui, Ming. Experimental investigation on seismic behavior of PVA-steel hybrid fiber reinforced cementitious composite beam-column assemblages[J]. Tumu Gongcheng Xuebao/China Civil Engineering Journal,2018,51(11):32-40 and 52. |
APA | Han, Jianping,Liu, Wenlin,&Cui, Ming.(2018).Experimental investigation on seismic behavior of PVA-steel hybrid fiber reinforced cementitious composite beam-column assemblages.Tumu Gongcheng Xuebao/China Civil Engineering Journal,51(11),32-40 and 52. |
MLA | Han, Jianping,et al."Experimental investigation on seismic behavior of PVA-steel hybrid fiber reinforced cementitious composite beam-column assemblages".Tumu Gongcheng Xuebao/China Civil Engineering Journal 51.11(2018):32-40 and 52. |
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