Design for serviceability of ultra high performance concrete structures

RILEM Bookseries

Volumn 2, Issue , 2012, Pages 445-452

  Leutbecher, T ^a   Fehling, E ^a  

^a UNIVERSITY OF KASSEL   (Germany)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 84874358822     PISSN: 22110844     EISSN: 22110852     Source Type: Book Series    
DOI: 10.1007/978-94-007-2436-5_54     Document Type: Article

References (7)

1. Leutbecher, T.: Rissbildung und Zugtragverhalten von mit Stabstahl und Fasern bewehrtem Ultrahochfesten Beton (UHPC). Structural Materials and Engineering Series, vol. (9). Kassel University Press, Kassel (2008)
2. [2] fédération internationale du béton (fib), Task Group 4.6, Draft of Bulletin on Ultra High Performance Fiber Reinforced Concrete (November 2010) (previously unreleased)
3. Leutbecher, T., Fehling, E.: Crack Formation and Tensile Behaviour of UHPC Reinforced with a Combination of Rebars and Fibres. In: Schmidt, M., Fehling, E., Stürwald, S. (eds.) Ultra High Performance Concrete (UHPC), Second International Symposium on Ultra High Performance Concrete. Structural Materials and Engineering Series, vol. (10), pp. 497-504. Kassel University Press, Kassel (2008)
4. Fehling, E., Leutbecher, T., Sẗrwald, S.: Structural Behavior of Ultra High Performance Concrete Reinforced with Steel Fibers and Rebars. In: 2010 fib Congress and PCI Convention Bridge Conference Proceedings, Washington D.C. Precast/Prestressed Concrete Institute, Chicago (2010)
5. Pfyl, T.: Tragverhalten von Stahlfaserbeton. Dissertation ETH No. 15005, ETH Zürich, Switzerland (2003)
6. Eurocode 2, Design of concrete structures Part 1-1: General rules and rules for buildings, European Committee for Standardization (December 2004)
7. CEB-FIP Model Code 1990, Design Code, Comité Euro-International du Béton. Thomas Telford Services Ltd., London (1993)