Fiber Reinforced Plastics/Composites ›› 2019, Vol. 0 ›› Issue (7): 109-115.

• REVIEW • Previous Articles     Next Articles

A REVIEW OF AXIAL COMPRESSION PERFORMANCE OF FRP REINFORCED MASONRY COLUMNS

LEI Zhen, GUO Hong-bo*, BAI Liu, TAN Peng-xiang   

  1. School of Architecture and Urban Planning, Yunnan University, Kunming 650504, China
  • Received:2018-10-22 Online:2019-07-25 Published:2019-07-28

Abstract: Fiber reinforced composite (FRP) reinforcement technology is widely used in masonry structure reinforcement and rehabilitation. A large number of studies have shown that FRP can significantly improve the brittleness, bearing capacity and ductility of the masonry components. This paper reviews and summarizes the research and theoretical analysis on the axial compression test of FRP reinforced masonry column, introduces the research on the axial compression performance of FRP reinforced brick column, and sorts out the calculation formulas of the effective constraint area of different section types of masonry brick column. The calculation formula of the bearing capacity and ultimate strength of FRP reinforced brick column are summarized as well as the theoretical model of FRP reinforced brick column. Finally, the defects and blanks are put forward to provide reference for future research according to the current research status of FRP reinforced masonry brick column.

Key words: FRP, masonry column, axial compression, review

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