An effective peak stress formula for concrete confined with carbon fiber reinforced plastics
The uniaxial compression test results of three different strengths and three different sizes of concrete cylinders confined with different layers of carbon fiber reinforced plastics (CFRP) are used to develop an effective peak stress formula for predicting the strength of confined concrete. The theory of this peak stress formula was based on the triaxial confined test of soil and rock, and the lateral confinement of the concrete was assumed to be due to the CFRP. The peak stress of the confined concrete can be explicitly expressed as a function of the unconfined concrete strength and the lateral CFRP confined strength. Experiments were done on 108 concrete cylinders, and the test results show the accuracy and effectiveness of this peak stress formulation of confined concrete.Key words: confined concrete, peak stress, carbon fiber reinforced plastics.