Behavior of RC columns strengthened with different CFRP systems under eccentric loading
作者： Marc Quiertant , Jean-Luc Clement
DOI: 10.1016/J.CONBUILDMAT.2010.07.034
关键词: Ductility 、 Reinforcement 、 Structural engineering 、 Composite number 、 Composite material 、 Eccentric loading 、 Retrofitting 、 Materials science 、 Deformation (engineering) 、 Rc columns 、 General Materials Science 、 Civil and Structural Engineering 、 Building and Construction
摘要: Abstract The present study investigates the performance of eccentrically loaded columns externally strengthened with different carbon fiber-reinforced polymer (CFRP) systems. 10 specimens were representative-scale square made normal-strength concrete substandard (internal) reinforcement details that designed to represent old building structural columns. Eight upgraded by four types commercially available systems external reinforcement, using plates, unidirectional or bi-directional composite fabrics. It was considered necessary get information on a wide spectrum fiber-reinforcement in order provide satisfactory set experimental data for validating future suitable retrofitting design methods. Experimental results presented this paper show significant improvement strength capacity, deformation capacity and ductility can result CFRP application, but observed gains strongly depend
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