Earthquake Engineering and Engineering Vibration

, Volume 18, Issue 4, pp 823–844 | Cite as

Seismic behavior of large-scale FRP-recycled aggregate concrete-steel columns with shear connectors

  • Lan Zeng
  • Lijuan LiEmail author
  • Xianqian Yang
  • Feng Liu


The application of fiber-reinforced polymer (FRP) composites for the development of high-performance composite structural systems has received significant recent research attention. A composite of FRP-recycled aggregate concrete (RAC)-steel column (FRSC), consisting of an outer FRP tube, an inner steel tube and annular RAC filled between two tubes, is proposed herein to facilitate green disposal of demolished concrete and to improve the ductility of concrete columns for earthquake resistance. To better understand the seismic behavior of FRSCs, quasi-static tests of large-scale basalt FRSCs with shear connectors were conducted. The influence of the recycled coarse aggregate (RCA) replacement percentage, shear connectors and axial loading method on the lateral load and deformation capacity, energy dissipation and cumulative damage were analyzed to evaluate the seismic behavior of FRSCs. The test results show that FRSCs have good seismic behavior, which was evidenced by high lateral loads, excellent ductility and energy dissipation capacity, indicating RAC is applicable in FRSCs. Shear connectors can significantly postpone the steel buckling and increase the lateral loads of FRSCs, but weaken the deformation capacity and energy dissipation performance.


recycled aggregate concrete (RAC) fiber-reinforced polymer (FRP) FRP-RAC-steel column (FRSC) shear connector seismic behavior 


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This work was supported by the National Natural Science Foundation of China (Project No. 11472084), Science and Technology Project of Guangdong Province (Project No. 2017B020238006), Science and Technology Planning Project of Guangzhou City (Project No. 201704030057) and Fundamental Research Funds for the Central Universities (Project No. 21619327). This financial support is gratefully acknowledged. The authors also wish to express their gratitude to Dr. Andrzej Listowski from the University of Technology in Sydney, Australia, for his assistance in polishing this work.


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Copyright information

© Institute of Engineering Mechanics, China Earthquake Administration 2019

Authors and Affiliations

  1. 1.School of Civil and Transportation EngineeringGuangdong University of TechnologyPanyu District, GuangzhouChina
  2. 2.MOE Key Laboratory of Disaster Forecast and Control in Engineering, School of Mechanics and Construction EngineeringJinan UniversityGuangzhouChina
  3. 3.Architectural Design and Research Institute of Guangdong ProvinceGuangzhouChina

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