Abstract
Composite steel deck system with Steel Fiber Reinforced Concrete (SFRC) has been developed, aiming to improve the durability of deck pavement and the rigidity of steel deck on highway bridges.
The durability of SFRC was clarified through the static and cyclic loading tests using a full scale test bridge, and the measurements were taken on an actual highway bridge in order to confirm its composite effects.
Consequently, it became clear that the structure showed composite behavior with high rigidity not only in floor system but also in main structural system.
