A rolling fatigue test was carried out to evaluate the fatigue performance of the Ultra-High Performance Concrete(UHPC) ribbed deck for cable-stayed bridge. As a result, it was verified that this developed deck system has sufficient fatigue performance and serviceability as a bridge deck.

• 박성용(한국건설기술연구원 인프라구조연구실) | Park, Sung Yong 교신저자
• 김성태(한국건설기술연구원 인프라구조연구실) | Kim, Sung Tae
• 조근희(한국건설기술연구원 인프라구조연구실) | Cho, Keunhee
• 조정래(한국건설기술연구원 인프라구조연구실) | Cho, Jeong-Rae
• 김병석(한국건설기술연구원) | Kim, Byung-Suk