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Volume 38 Issue 10
Dec.  2014
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Article Navigation >  INDUSTRIAL CONSTRUCTION  > 2008  >  38(10): 94-98
LIU Xinhu, PAN Zuanfeng, ZHANG Haipeng, TAO Jinghong. Influence of Printing Path and Bonding Surface Characteristics on Bearing Capacity of 3D Printed Concrete Beams[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(1): 56-60. doi: 10.3724/j.gyjzG21091409
Citation: Xiao Dehou, Xu Ming, Chen Zhongfan. RESEARCH STATUS OF THE FIRE PERFORMANCE OF CARBON FIBRE REINFORCED POLYMER STRENGTHENED REINFORCED CONCRETE STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(10): 94-98. doi: 10.13204/j.gyjz20081023
shu

RESEARCH STATUS OF THE FIRE PERFORMANCE OF CARBON FIBRE REINFORCED POLYMER STRENGTHENED REINFORCED CONCRETE STRUCTURES

doi: 10.13204/j.gyjz20081023
  • 1.

    Key Lab of RC &PC Structures of Ministry of Education,Southeast University Nanjing 210096

  • Received Date: 2008-03-17
  • Publish Date: 2008-10-20
    Abstract
  • At present,there has been an increase in the use of the technology of concrete structures strengthened with carbon fibre reinforced polymer(CFRP).However,because the glass transition temperature(T_g) of the organic matrix/adhesive is only about 100C,the CFRP-concrete bond strength will be severely degraded in fire,and then the effective of the CFRP strengthening systems will be lost.Therefore,it is very important to study the fire performance of CFRP strengthened reinforced concrete structures.By sorting out and analyzing the relative research results at home and abroad,this paper reviews present research situation of the fire behavior of CFRP and CFRP strengthened reinforced concrete structures,and presents the prospect of future research in this field to provide references for further study.
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