Tensile fracture properties of an Ultra High Performance Fiber Reinforced Concrete (UHPFRC) with steel fiber

Composite Structures

Volumn 92, Issue 1, 2010, Pages 61-71

  Kang, Su Tae ^a   Lee, Yun ^b   Park, Yon Dong ^c   Kim, Jin Keun ^d  

^a Korea Institute of Civil Engineering and Building Technology   (South Korea)

^b Ewha Womans University   (South Korea)

^c Daegu Haany University   (South Korea)

^d Korea Advanced Institute of Science and Technology (KAIST)   (South Korea)

Author keywords

Cracking; Fiber bridging; Fiber Reinforced Concrete; Inverse analysis; Steel fiber; Ultra High Performance Concrete

Indexed keywords

CRACKING; FIBER BRIDGING; FIBER REINFORCED CONCRETE; INVERSE ANALYSIS; STEEL FIBER; ULTRA HIGH PERFORMANCE CONCRETE;

BENDING TESTS; BRITTLENESS; CEMENTS; CONCRETE BUILDINGS; FRACTURE; METAL ANALYSIS; RECONSTRUCTION (STRUCTURAL); REINFORCED CONCRETE; STEEL; STRUCTURAL DESIGN; TENSILE STRENGTH;

FIBERS;

BENDING; CONCRETE; CRACKING; FIBER REINFORCED COMPOSITE; FRACTURE; MATHEMATICAL ANALYSIS; MATHEMATICAL MODEL; STEEL; TENSILE PROPERTY; TESTING;

EID: 70349459729     PISSN: 02638223     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.compstruct.2009.06.012     Document Type: Article

References (14)

1. Habel K., Viviani M., Denarié E., and Brühwiler E. Development of the mechanical properties of an Ultra-High Performance Fiber Reinforced Concrete (UHPFRC). Cem Concr Res 36 7 (2006) 1362-1370
2. Richard P., and Cheyrezy M. Composition of reactive powder concretes. Cem Concr Res 25 7 (1995) 1501-1511
3. Charron JP, Denarié E, Brühwiler E. Permeability of UHPFRC under high stresses. In: Proceedings of RILEM symposium, advances in concrete through science and engineering, Evanston, Il; March 2004. p. 12.
4. Rossi P., Arca A., Parant E., and Fakhri P. Bending and compressive behaviors of a new cement composite. Cem Concr Res 35 1 (2005) 27-33
5. Wuest J, Denarié E, Brühwiler E. Model for predicting the UHPFRC tensile hardening response. In: Proceedings of 2nd international symposium on ultra high performance concrete, University of Kassel, Germany; 2008. p. 153-60.
6. Fantilli AP, Mihashi H, Vallini P. Multi-cracking phenomenon of HPFRCC in tension. In: Proceedings of 8th international symposium on utilization of high-strength and high-performance concrete, Tokyo, Japan; 2008. p. 555-62.
7. Shah S.P., and Rangan V.B. Fiber reinforced concrete properties. J ACI 68 (1971) 126-135
8. Naaman AE. A statistical theory of strength for fiber reinforced concrete. PhD Thesis, Massacusetts Institute of Technology; 1972.
9. Swamy RN, Mangat PS, Rao CVSK. The mechanics of fiber reinforcement of cement matrices. In: An international symposium: fiber reinforced concrete; 1974. p. 1-28.
10. Mai Y.M. Strength and fracture properties of asbestos-cement mortar composites. J Mater Sci 14 (1979) 2091-2102
11. Uchida Y, Kurihara N. Determination of tension softening diagrams of various kinds of concrete by means of numerical analysis. In: FRAMCOS-2, Germany; 1995.
12. Kitsutaka Y. Fracture parameters for concrete based on poly-linear approximation analysis of tension softening diagram. In: FRAMCOS-2, Germany; 1995.
13. Kitsutaka Y. Fracture parameters by poly-linear tension softening analysis. J Eng Mech 123 5 (1997) 444-450
14. Wittmann F.H., Rokugo K., Brühwiler E., Mihashi H., and Simonin P. Fracture energy and strain softening of concrete as determined by means of compact tension specimens. Mater Struct 21 (1988) 21-32