Structural behavior of ultra high performance concrete beams subjected to bending

Engineering Structures

Volumn 32, Issue 11, 2010, Pages 3478-3487

  Yang, In Hwan ^a   Joh, Changbin ^b   Kim, Byung Suk ^b  

^a Kunsan National University   (South Korea)

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

Author keywords

Crack; Deflection; Ductility; Flexural behavior; Steel fiber; Ultra high performance concrete (UHPC)

Indexed keywords

BEHAVIORAL CHARACTERISTICS; COMPUTATIONAL MODEL; CONTROLLING CRACK; CONVENTIONAL CONCRETE; DEFLECTION; DESIGN SPECIFICATION; DUCTILE BEHAVIOR; EXPERIMENTAL PARAMETERS; EXPERIMENTAL TEST; FLEXURAL BEHAVIOR; PLACING METHODS; STEEL FIBER; STEEL FIBERS; STRUCTURAL BEHAVIORS; TEST RESULTS; ULTRA HIGH PERFORMANCE CONCRETES; VOLUMETRIC RATIO;

CONCRETE BEAMS AND GIRDERS; DUCTILITY; FIBERS;

CRACKS;

BENDING; CONCRETE; CRACK; DEFLECTION; DESIGN; DUCTILITY; FLEXURE; NUMERICAL MODEL; REINFORCEMENT; STRUCTURAL ANALYSIS; STRUCTURAL COMPONENT;

EID: 77957313199     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2010.07.017     Document Type: Article

References (37)

1. Aïtcin P.C. Cements of yesterday and today: concrete of tomorrow. Cem Concr Res 2000, 30(9):1349-1511.
2. Richard P., Cheyrezy M. Composition of reactive powder concretes. Cem Concr Res 1995, 25(7):1501-1511.
3. Behloul M. Tensile behavior of reactive powder concrete, RPC. In: Proceedings of 4th international symposium utilization of high strength/high performance concrete. 1996. p. 1375-81.
4. Oh B.H. Flexural analysis of reinforced concrete beams containing steel fibers. J Struct Eng 1992, 118(10):2821-2836.
5. Oh B.H. Closure to flexural analysis of reinforced concrete beams containing steel fibers. J Struct Eng 1994, 120(6):1934.
6. Ashour S.A., Wafa F.F. Flexural behavior of high-strength fiber reinforced concrete beams. ACI Struct J 1993, 90(3):279-287.
7. Campione G., Mangiavillano M.L. Fibrous reinforced concrete beams in flexure: experimental investigation, analytical modeling and design considerations. Eng Struct 2008, 30(11):2970-2980.
8. Lim D.H., Oh B.H. Experimental investigation on the shear of steel fibre reinforced concrete beams. Eng Struct 1999, 21(10):937-944.
9. Chunxiang Q., Patnaikuni I. Properties of high-strength steel fiber-reinforced concrete beams in bending. Cem Concr Compos 1999, 21(1):73-81.
10. Ashour S.A., Wafa F.F., Kamal M.I. Effect of the concrete compressive strength and tensile reinforcement ratio on the flexural behavior of fibrous concrete. Eng Struct 2000, 22(9):1145-1158.
11. Bayard O., Plé O. Preliminary study of multiscale analysis in fiber reinforced concrete. Mater Struct 2002, 35(249):279-284.
12. Naaman A.E., Reinhardt H.W. Proposed classification of HPFRC composites based on their tensile response. Mater Struct 2006, 39(5):547-555.
13. Kooiman A.G. Modeling the post-cracking behavior of steel fibre reinforced concrete for structural design purposes. HERON 2000, 45(4):275-307.
14. RILEM TC 162-TDF: test and design methods for steel fibre reinforced concrete. σ-ε design method. Final recommendation. Mater Struct 2003, 36(262):560-567.
15. RILEM TC 162-TDF: test and design methods for steel fibre reinforced concrete, bending test, final recommendation. Mater Struct 2002, 35(253):579-582.
16. FHWA. Material property characterization of ultra-high performance concrete. US Department of Transportation Federal Highway Administration; 2006.
17. Yuguang Y, Walraven J, Uiji JD. Study on bending behavior of an UHPC overlay on a steel orthotropic deck. In: Proceedings of 2nd international symposium on ultra high performance concrete. 2008. p. 639-46.
18. Van Mier JGM. Cementitious composites with high tensile strength and ductility through hybrid fibres. In: Proceedings of 6th RILEM symposium on fibre reinforced concrete. 2004. p. 219-38.
19. Marković I, Van Mier JGM, Walraven JC. Tensile behavior of high performance hybrid-fibre concrete. In: Proceedings of 5th international symposium on fracture mechanics of concrete and concrete structures. 2004. p. 1113-21.
20. Marković I. High-performance hybrid-fibre concrete-development and utilization. Ph.D. dissertation. Delft University of Technology; 2006.
21. Habel K., Viviani M., Denarié E., Brühwiler E. Development of the mechanical properties of an ultra-high performance fiber reinforced concrete (UHPFRC). Cem Concr Res 2006, 36(7):1362-1370.
22. Granger S., Loukili A., Cabot-Pijaudier G., Chanvillard G. Experimental characterization of the self-healing of cracks in an ultra high performance cementitious material: mechanical tests and acoustic emission analysis. Cem Concr Res 2007, 37(4):519-527.
23. De Larrard F., Sedran T. Optimization of ultra-high-performance concrete by using a packing model. Cem Concr Res 1994, 24(6):997-1009.
24. Manfred T, Jens G. Bending design of steel-strengthened UHPC. In: Proceedings of 2nd international symposium on ultra high performance concrete. 2008. p. 523-32.
25. Si-Larbi A, Ferrier E, Hamelin P. Flexural behavior of ultra high performance concrete reinforced with short fibers and CFRP rebars. In: Proceedings of 2nd international symposium on ultra high performance concrete. 2008. p. 661-72.
26. Association Française du Génil Civil (AFGC). Bétons fibrés à ultra-hautes performances. AFGC-SETRA; 2002.
27. Japan Society of Civil Engineers (JSCE). Recommendations for design and construction of ultra-high strength fiber reinforced concrete structures, draft. 2004.
28. Deutscher Ausschuss fur Stahltbeton (DAfStB). State-of-the-art report on ultra high performance concrete-concrete technology and design, draft 3. 2003.
29. Tue NV, Henze S. Determination of the distribution and orientation of fibres in steel fibre reinforced UHPC by photographic method. In: Proceedings of 2nd international symposium on ultra high performance concrete. 2008. p. 505-12.
30. Soroushian P., Lee C. Distribution and orientation of fibers in steel fibre reinforced concrete. ACI Mater J 1990, 87(5):433-439.
31. Akkya Y., Shah S.P., Ankenman B. Effect of fiber dispersion on multiple cracking of cement composites. J Eng Mech 2001, 127(4):311-316.
32. Bernardo L.F.A., Lopes S.M.R. Neutral axis depth versus flexural ductility in high-strength concrete beams. J Struct Eng 2004, 130(3):452-459.
33. Ahmad S.H., Barker R. Flexural behavior of reinforced high strength lightweight concrete beams. ACI Mater J 1991, 88(1):6977.
34. Pan H.J., Kwan A.K.H., Ho J.C.M. Post-peak behavior and flexural ductility of doubly reinforced normal-and high-strength concrete beams. Struct Eng Mech 2001, 12(5):459-474.
35. Lee T.K., Pan A.D.E. Estimating the relationship between tension reinforcement and ductility of reinforced concrete beam sections. Eng Struct 2003, 25(8):1057-1067.
36. Espion B., Devillers J.J., Halleux P. On the use of steel fibers as complementary reinforcement of reinforced concrete beams in bending. Mater Struct 1993, 16(162):479-485.
37. Espion B. Discussion of flexural analysis of reinforced concrete beams containing steel fibers. J Struct Eng 1994, 120(6):1932-1934.