Comparison of FRC and ECC in a composite bridge deck

5th International PhD Symposium in Civil Engineering - Proceedings of the 5th International PhD Symposium in Civil Engineering

Volumn 1, Issue , 2004, Pages 477-484

  Walter, Rasmus ^a   Li, V C ^b   Stang, H ^a  

^a TECHNICAL UNIVERSITY OF DENMARK   (Denmark)

^b UNIVERSITY OF MICHIGAN   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

CEMENT-BASED; COMPOSITE ACTION; COMPOSITE BEAM; ENGINEERED CEMENTITIOUS COMPOSITES; FIBRE REINFORCED CONCRETE; NEGATIVE BENDING; SET-UPS; SHEAR CONNECTOR; STEEL PLATES;

ADHESION; CIVIL ENGINEERING; COMPOSITE BEAMS AND GIRDERS; COMPOSITE BRIDGES; NANOCOMPOSITE FILMS; REINFORCED CONCRETE;

BRIDGE DECKS;

EID: 84857488588     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (9)

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9. Walter, R., Stang, H., Olesen, J.F. & Gimsing, N.J. 2003b. Debonding of FRC composite bridge deck overlay. In A.M. Brandt et al. (eds.), Proc. Int. Symp. Brittle Matrix Composites 7, Warsaw, Poland: pp 191-200. ZTUREK RSI and Woodhead Publ.