Recently, it has been reported frequently that there exist early-stage deterioration such as cracking, scaling in many concrete structures due to the defect of construction and the environmental pollution. This paper was designed to evaluate the effec...
Recently, it has been reported frequently that there exist early-stage deterioration such as cracking, scaling in many concrete structures due to the defect of construction and the environmental pollution. This paper was designed to evaluate the effectiveness of carbon fibre reinforced strips (CFRS) methods attached on cracks in concrete in order to repair and rehabilitate the damaged concrete structures mixed by 3 kinds of water-cement ratio and 2 kinds of aggregate. The test results presented that the CFRS method attached on the bottom of cracked concrete specimen appeared the most effective properties.