Size effect on flexural behavior of ultra-high-performance hybrid fiber-reinforced concrete

Author:

Nguyen Duy Liem,Kim Dong Joo,Ryu Gum Sung,Koh Kyung Taek

Publisher

Elsevier BV

Subject

Industrial and Manufacturing Engineering,Mechanical Engineering,Mechanics of Materials,Ceramics and Composites

Reference43 articles.

1. Cylinder or cube: strength testing of 80 to 200MPa (11.6 to 29ksi) ultra-high-performance fiber-reinforced concrete;Graybeal;ACI Mater J,2008

2. Fehling E, Schmidt M, Geisenhanslueke C, editors. Proceedings of the international symposium on ultra-high performance concrete, structural materials and engineering series no. 3, Kassel, Germany; 2004.

3. Fehling E, Schmidt M, Stuerwald S, editors. Proceedings of the international symposium on ultra-high performance concrete, structural materials and engineering series no. 10, Kassel, Germany; 2008.

4. Ultra-high performance concrete with compressive strength exceeding 150MPa (22ksi): a simpler way;Wille;ACI Mater J,2011

5. Behloul M, Bernier G, Cheyrezy M. Tensile behavior of reactive powder concrete (RPC). In: Proceedings of the fourth international symposium on utilization of high strength/high performance, concrete, BHP’96, Paris, France; 1996. p. 1375–81.

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