Abstract
When GFRP (Glass Fiber Reinforced Polymer) plate was utilized as as a tensile reinforcing material and permanent formwork, it is possible to greatly reduce the construction period and construction costs. In order to understand the behavior of the composite structure of HPFRCC (High Performance Fiber Reinforced Cementitious Composites) and GFRP plate, local bond stress and slip relationship is required. In this study, flexural bonding experiments were performed and the results were analysed to study the bonding behavior between GFRP plate and cast-in-placed HPFRCC, and we propose a simple experimental bond stress and slip relationship that can be easily applied to the composite structures.
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