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논문 기본 정보

자료유형
학술저널
저자정보
Giri Venkiteela (New Jersey Department of Transportation) Matthew Klein (Technical Service Center, U.S. Department of the Interior Bureau of Reclamation) Husam Najm (Rutgers, the State University of New Jersey) Perumalsamy Naidu Balaguru (Rutgers, the State University of New Jersey)
저널정보
한국콘크리트학회 International Journal of Concrete Structures and Materials International Journal of Concrete Structures and Materials Vol.11 No.3
발행연도
2017.9
수록면
435 - 445 (11page)

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초록· 키워드

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This study evaluates the compatibility of repair materials for concrete bridge decks. A new compatibility test set-up was designed and tested based on the concrete bridge deck cracking and delamination mechanism theory. The repair materials used in this study include lab formulated inorganic nano-aluminum silicates and commercially available organic two-part epoxy systems. Two different lab test-setups are proposed in this study: a prototype and a full-scale test. The developed test procedures were effective in communicating results in terms of compatibility of material properties, performance and quality. The prototype beams test can successfully serve as a small scale screening test providing insights on materials selection for the full-scale beam tests. The full-scale beams demonstrated the compatibility of the repaired system by providing data on authentic field conditions. Based on the observations it can be concluded that the proposed test setup is effective in examining the concrete bridge deck repair materials performance and selection, and compatibility in terms of mechanical properties and further guarantee the repaired structure safety.

목차

Abstract
1. Introduction
2. Concrete Cracking and Delamination
3. Materials
4. Test Procedure
5. Results and Discussions
6. Conclusions
References

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UCI(KEPA) : I410-ECN-0101-2018-532-001249672