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引用本文:	陈进,江世永,曾祥蓉,孙涛,周凌,姚凯.部分配置FRP筋框支剪力墙抗震性能研究[J].建筑材料学报,2016,19(2):317-325

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部分配置FRP筋框支剪力墙抗震性能研究
陈进¹, 江世永¹, 曾祥蓉¹, 孙涛¹, 周凌¹, 姚凯²
1.后勤工程学院军事土木工程系,重庆401311;2.后勤工程学院建筑设计研究院,重庆400041

摘要:

针对全钢筋混凝土框支剪力墙在工程中所存在的问题，提出了采用比强度高、耐腐蚀性能好、自重轻但弹性模量低并具有线弹性性能的纤维增强塑料(FRP)筋来替换该剪力墙中部分钢筋的建议.通过拟静力试验及非线性有限元数值分析，比较了1榀全钢筋混凝土框支剪力墙试件(FSW 1)和1榀部分配置FRP筋框支剪力墙试件(FSW 4)的裂缝发展规律和破坏模式，及其承载能力、延性性能和滞回特征.结果表明：部分配置FRP筋框支剪力墙结构具有较高的承载能力和较好的抗震性能；非线性有限元分析结果与试验结果吻合较好.

关键词: 部分配置纤维增强塑料筋框支剪力墙拟静力试验有限元分析抗震性能

DOI：103969/j.issn1007 9629201602018

分类号:

基金项目:重庆市高校优秀成果转化类项目(KJZH14220)；重庆市前沿与应用基础研究项目(cstc2014jcyjA30010)；重庆市社会事业与民生保障科技创新专项(cstc2015shmszx30006)

Study on Seismic Performance of Frame Supported Shearwall Structure Partially Configured by FRP Bars

CHEN Jin¹, JIANG Shiyong¹, ZENG Xiangrong¹, SUN Tao¹, ZHOU Lin¹, YAO Kai²

1.Department of Civil Engineering, Logistical Engineering University, Chongqing 401311, China;2.Institute of Architectural Design and Research, Logistical Engineering University, Chongqing 400041, China

Abstract:

To solve the problem of frame supported shearwall structure with steel reinforced concrete in construction, the scheme that some steel bars in the structure are partly replaced by fiber reinforced plastic(FRP) bars with high strength allocation, good corrosion resistance, light quality, low elastic modulus and linear elastic properties was proposed. Thus, 2 pieces of frame supported shearwall, which were configured by sheer steel reinforced concrete(FSW 1) and some FRP bars reinforcement concrete(FSW 4) have been sampled. A pseudo static test and a nonlinear finite element analysis were conducted so as to explore properties of frame supported shearwall structure partially configured by FRP bars, such as cracks development law, failure mode, bearing capacity, ductility and hysteretic characteristics. The results show that the bearing capacity and seismic performance could be improved for the frame supported shearwall structure partially configured by FRP bars. Additionally, the results of the nonlinear finite element analysis agree well with the experimental data.

Key words: partial configuration fiber reinforced plastic(FRP) bar frame supported shearwall pseudo static test finite element analysis(FEA) seismic performance