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http://dx.doi.org/10.6111/JKCGCT.2016.26.1.023

Reinforcing effects of carbon fiber sheet by compressive strength differences on the RC slabs  

Won, Chan Ho (The Research Institute of Industrial Science, Hanyang University)
Abe, Tadashi (Dept. of Civil Engineering, College of Industrial Technology, Nihon University)
Ahn, Tae-Ho (International Sustainable Engineering Materials (ISEM) Center, Ceramic Materials Institute & Division of Advanced Materials Sci. Eng., Hanyang University)
Abstract
This study investigates the effect of carbon fiber sheet (CFS) and carbon fiber strand sheet (CFSS) on the fatigue resistance and compressive strength of RC slabs. The results of a comparison of the number of equivalent cycles between the CFS- and CFSS-reinforced RC slab test specimens obtained from a fatigue test indicate that the CFSS-reinforced RC slab has 1.2~1.3 times greater effect of reinforcement than the CFS-reinforced RC slab. This study also indicates that the fatigue resistance of the CFS- and CFSS-reinforced RC slabs is ensured when the compressive strength of concrete is not lower than the specified design strength prescribed in the Specifications for Highway Bridges but is not ensured when the compressive strength of concrete is lower than the specified design strength, although the effect of reinforcement is secured.
Keywords
RC slab; Maintenance; Repair materials; Carbon fiber sheet (CFS); Carbon fiber strand sheet (CFSS);
Citations & Related Records
Times Cited By KSCI : 2  (Citation Analysis)
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