Stress distribution of CFRP strengthened steel hollow sections under tension

Carbon fibre reinforced polymer (CFRP) sheets have many outstanding properties such as high strength, high\ud elastic modulus, light weight and good durability which are made them a suitable alternative for steel in\ud strengthening work. This paper describe the ultimate load carrying capacity of steel hollow sections at effective\ud bond length in terms of its cross sectional area and the stress distribution within bond region for different layers\ud CFRP. It was found that depending on their size and orientation of uni- directional CFRP layers, the ultimate\ud tensile load was different. Along with these tests, non linear finite element analysis was also performed to\ud validate the ultimate load carrying capacity depending on their cross sections. The predicted ultimate loads\ud from FE analysis are found very close to the laboratory test results. The validated model has been used to\ud determine the stress distribution at bond joint for different orientation of CFRP. This research shows the effect\ud of stress distribution and suitable wrapping layer to be used for the strengthening of steel hollow sections in\ud tension