Tensile fatigue behaviour of Ultra-High Performance Fibre Reinforced Concrete combined with steel rebars (R-UHPFRC)

Author:

Makita Tohru,Brühwiler Eugen

Publisher

Elsevier BV

Subject

Industrial and Manufacturing Engineering,Mechanical Engineering,Mechanics of Materials,General Materials Science,Modeling and Simulation

Reference20 articles.

1. Wuest J, Denarié E, Brühwiler E. Measurement and modelling of fibre distribution and orientation in UHPFRC. In: Reinhardt HW, Naaman AE, editors. Proceedings of fifth international RILEM workshop on high performance fiber reinforced cement, Composites (HPFRCC5); 2007.

2. Rehabilitation and strengthening of concrete structures using Ultra-High Performance Fibre Reinforced Concrete;Brühwiler;SEI,2013

3. Jungwirth J, Muttoni A. Structural behavior of tension members in UHPC. In: Schmidt M, Fehling E, Geisenhanslüke C, editors. Proceedings of international symposium on ultra-high performance concrete, Kassel, Germany; September 13–15, 2004, p. 533–44.

4. Redaelli D, Muttoni A. Tensile behaviour of reinforced Ultra-High Performance Fiber Reinforced Concrete elements. In: Radić J, editor. Proceedings of fib symposium: concrete structures – stimulators of development, Dubrovnik, Croatia; May 20–23, 2007.

5. Leutbecher T, Fehling E. Crack formation and tensile behaviour of UHPC reinforced with a combination of rebars and fibres. In: Fehling E, Schmidt M, Stürwald S, editors. Proceedings of the second international symposium on ultra-high performance concrete. Kassel; March 5–7, 2008, p. 497–04.

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