Characterization of the orientation profile of steel fiber reinforced concrete

Materials and Structures/Materiaux et Constructions

Volumn 44, Issue 6, 2011, Pages 1093-1111

  Laranjeira, F ^a   Grunewald S ^b   Walraven, J ^b   Blom, C ^b   Molins, C ^a   Aguado, A ^a  

^a UNIVERSITAT POLITÈCNICA DE CATALUNYA   (Spain)

^b DELFT UNIVERSITY OF TECHNOLOGY   (Netherlands)

Author keywords

Alignment; Dispersion; Distribution; Gaussian law; Gumbel law

Indexed keywords

AVERAGE ORIENTATION; AVERAGE VALUES; CONSTITUTIVE LAW; DISTRIBUTION; EXPERIMENTAL DATA; GAUSSIAN LAW; GUMBEL LAW; MATERIAL STRENGTH; MICROMECHANICAL MODEL; SINGLE FIBER; STEEL FIBER REINFORCED CONCRETES; TENSILE BEHAVIORS;

ALIGNMENT; CARBON FIBER REINFORCED PLASTICS; CONCRETE BUILDINGS; DISPERSION (WAVES); LAMINATES; REINFORCED CONCRETE; REINFORCED PLASTICS; STRENGTH OF MATERIALS; TENSILE STRENGTH;

FIBERS;

EID: 80053916541     PISSN: 13595997     EISSN: None     Source Type: Journal    
DOI: 10.1617/s11527-010-9686-5     Document Type: Article

References (48)

1. Naaman AE, Reinhardt HW (2003) High performance fiber reinforced cement composites-HPFRCC4. In: RILEM proceedings, PRO 30. RILEM Publications SARL, Bagneaux, France.
2. Walraven J (2007) Fibre reinforced concrete: a material in development. In: Proceedings from conference in structural applications of fiber reinforced concretes. Barcelona, pp 199-213, www.bmbupc.org.
3. Aguado A (2007) Tendencias del hormigón con fibras en construcciones subterráneas. Cemento hormigón 904: 44-54.
4. Di Prisco M, Plizzari G, Vandewalle L (2009) Fibre reinforced concrete: new design perspectives. Mater Struct 42:1261-1281.
5. CNR-DT 204 (2006) Guidelines for design, construction and production control of fibre reinforced concrete structures. National Research Council of Italy, Italy.
6. EHE (2008) Instrucción del Hormigón Estructural, Comisión Permanente del Hormigón, Ministerio de Fomento.
7. Vandewalle L et al (2003) Recommendation of RILEM TC 162-TDF: test and design methods for steel fibre reinforced concrete: s-e design method (final recommendation). Mater Struct 36:560-567.
8. Bernard ES (2000) Behavior of round steel fibre reinforced concrete panels under point loads. Mater Struct 33(3): 181-188.
9. Tschegg EK, Linsbauer HN (1986) Testing procedure for determination of fracture mechanics parameters, Patentschrift no. A-233/86, Ö stereichisches Patentamt.
10. Barragán BE, Gettu R, Martín MA, Zerbino RL (2003) Uniaxial tension test for steel fibre reinforced concrete-a parametric study. Cement Concr Compos 25:767-777.
11. Molins C, Aguado A, Saludes S (2009) Double punch test to control the energy dissipation in tension of FRC (Barcelona test). Mater Struct 42(4):415-425.
12. Barragán BE (2002) Failure and toughness of steel fiber reinforced concrete under tension and shear. PhD Thesis, Universitat Politècnica de Catalunya.
13. Mora F (2008) Distribución y orientación de fibras en dovelas aplicando el ensayo de Barcelona. PhD Thesis, Universitat Politècnica de Catalunya.
14. Grünewald S (2004) Performance-based design of selfcompacting fibre reinforced concrete. PhD Thesis, Delft University of Technology, The Netherlands.
15. Dupont D, Vandewalle L (2005) Distribution of steel fibres in rectangular sections. Cem Concr Compos 27:391-398.
16. Gettu R, Gardner DR, Saldívar H, Barragán BE (2005) Study of the distribution and orientation of fibers in SFRC specimens. J Mater Struct 38(1):31-37.
17. Soroushian P, Lee C (1990) Distribution and orientation of fibers in steel fiber reinforced concrete. ACI Mater J 87(5):433-439.
18. Lappa L (2007) High strength fibre reinforced concrete: static and fatigue behavior in bending. PhD Thesis, Delft University of Technology, The Netherlands.
19. Robins PJ, Austin SA, Jones PA (2003) Spatial distribution of steel fibres in sprayed and cast concrete. Mag Concr Res 55(3):225-235.
20. Van Gysel A (2000) Study of the pullout behavior of steel fibers embedded in cement-bonded matrix with application on fiber reinforced concrete in bending. PhD Thesis, University of Ghent, Belgium (in Dutch).
21. Vandewalle L, Heriman G, van Rickstal F (2008) Fibre orientation in self-compacting fibre reinforced concrete. In: Proceedings of the 7th RILEM symposium on fibre reinforced concrete: design and applications (BEFIB 2008). Chennai, India, pp 719-728.
22. Molins C, Martinez J, Arnáiz N (2008) Distribution of steel fibers in prismatic concrete samples. In: CD-ROM from the 4th international structural concrete congress (ACHE). Valencia, Spain (in Spanish).
23. Stähli P, Van Mier JGM (2007) Manufacturing, fibre anisotropy and fracture of hybrid fibre concrete. Eng Fract Mech 74:223-242.
24. Ferrara L, Park Y, Shah SP (2008) Correlation among fresh state behavior, fiber dispersion and toughness properties of SFRCs. J Mater Civil Eng 20(7):493-501.
25. Ozyurt N, Mason TO, Shah SP (2006) Non-destructive monitoring of fiber orientation using AC-IS: an industrialscale application. Cem Concr Res 36:1653-1660.
26. Torrents JM, Juan-García P, Patau O (2007) Quality control of fiber reinforced concrete. In: Proceedings from conference on structural applications with fiber reinforced concrete. Barcelona, Spain, pp 87-96 (in Spanish) www.bmbupc.org.
27. Roqueta G, Romeu J, Jofre L, Aguado A. Microwave Nondestructive fiber content imaging of steel fiber reinforced concrete (submitted to Advanced in Civil Engineering, Hindawi Publishing Corporation).
28. Lataste JF, Behloul M, Breysse D(2008) Characterisation of fibres distribution in a steel fibre reinforced concrete with electrical resistivity measurements.NDT&EInt 41:638-647.
29. Bentur A, Mindess S (1985) Cracking processes in steel fiber reinforced cement paste. Cem Concr Res 15:331-342.
30. Li VC, Stang H, Krenchel H (1993) Micromechanics of crack bridging in fiber reinforced concrete. Mater Struct 26:486-494.
31. Laranjeira F (2010) Design-oriented constitutive model for steel fiber reinforced concrete. PhD Thesis, Universitat Politècnica de Catalunya, Spain.
32. AFGC-SETRA (2002) Ultra high performance fibre-reinforced concretes. Interim recommendations. AFGC Publication, France.
33. UNI 11188 (2004) Design, production and control of steel fibre reinforced structural elements. Italian Board of Standardization, Italy.
34. Brandt AM (1985) On the optimal direction of short metal fibres in brittle matrix composites. J Mater Sci 20(11): 3831-3841.
35. Brandt AM (2009) Cement-based composites: materials, mechanical properties and performance, 2nd edn. Taylor and Francis, Philadelphia, pp 238-243.
36. Armelin HS, Banthia N (1997) Predicting the flexural postcracking performance of steel fiber reinforced concrete from the pullout of single fibers. ACI Mater J 94:18-31.
37. Banthia N, Trottier J (1994) Concrete reinforced with deformed steel fibers, part I: bond-slip mechanisms. ACI Mater J 91:435-446.
38. Bartos PJM, Duris M (1994) Inclined tensile strength of steel fibres in a cement-based composite. Composites 25(10):945-952.
39. Cunha VMCF, Barros JAO, Sena-Cruz JM (2007) Pullout behavior of hooked-end steel fibres in self-compacting concrete, Report 07-DEC/E06. University of Minho, Portugal.
40. Robins P, Austin S, Jones P (2002) Pull-out behavior of hooked steel fibres. Mater Struct 35:434-442.
41. Markovic I, Walraven JC, Van Mier JGM (2004) Tensile response of hybrid-fibre concrete. In: Proceedings from the 6th RILEM symposium on fibre-reinforced concretes (BEFIB 2004). Varenna, Italy, pp 1341-1352.
42. Prudencio Jr L, Austin S, Jones P, Armelin H, Robins P (2006) Prediction of steel fibre reinforced concrete under flexure from an inferred pull-out response. Materials and Structures 39:601-610.
43. Krenchel H (1975) Fibre spacing and specific fibre surface. In: Neville A (ed) Fibre reinforced cement and concrete. The Construction Press, UK, pp 69-79.
44. Schönlin K (1988) Determination of the orientation, the content and the distribution of the fibres in fibre reinforced concrete. Beton- und Stahlbetonbau 6:168-171 (in German).
45. Grünewald S, Walraven JC (2002) Self-compacting fibre reinforced concrete-orientation and distribution of steel fibres in beams. Report 24.5-02-3 2002. Delft University of Technology, The Netherlands.
46. Behloul M (1996) Analyse et Modelisation du Comportament d'un Materiau a Matrice Cimentaire Fibree a Ultra Hautes Performances (Beton des Poudres Reactives). PhD Thesis, Ecole Normale Superieure du Cachan, France.
47. Laranjeira F, Aguado A, Molins C (2009) Predicting the pullout response of inclined straight steel fibers. Mater Struct. doi:10.1617/s11527-009-9553-4).
48. Laranjeira F, Molins C, Aguado A (2010) Predicting the pullout response of inclined hooked steel fibers. Cem Concr Res 40(10):1471-1487.