Flexural behaviour and punching shear of selfcompacting concrete ribbed slab reinforced with steel fibres

Hazrina Ahmad; Mohd Hisbany Mohd Hashim; Afidah Abu Bakar; Siti Hawa Hamzah

doi:10.1051/matecconf/201713802010

All issues

Volume 138 (2017)

MATEC Web Conf., 138 (2017) 02010

References

Open Access

Issue		MATEC Web Conf. Volume 138, 2017 The 6^th International Conference of Euro Asia Civil Engineering Forum (EACEF 2017)


Article Number		02010
Number of page(s)		10
Section		2-Structural and Construction Engineering
DOI		https://doi.org/10.1051/matecconf/201713802010
Published online		30 December 2017

P. L. Domone, “A review of the hardened mechanical properties of self-compacting concrete,” Cem. Concr. Compos., 29, 1, pp. 1–12 (2007) [CrossRef] [Google Scholar]
Y. Fritih, T. Vidal, A. Turatsinze, and G. Pons, “Flexural and shear behavior of steel fiber reinforced SCC beams,” KSCE J. Civ. Eng., 17, 6, pp. 1383–1393 (2013) [CrossRef] [Google Scholar]
A. Khaloo, E. R. Molaei, P. Hosseini, and H. Tahsiri, “Mechanical performance of self-compacting concrete reinforced with steel fibers,” Constr. Build. Mater., 51, pp. 179–186 (2014) [CrossRef] [Google Scholar]
H. Okamura and M. Ouchi, “Self-Compacting Concrete,” J. Adv. Concr. Technol., 1, 1, pp. 5–15 (2003) [CrossRef] [Google Scholar]
L. Ferrara and A. Meda, “Relationships between fibre distribution, workability and the mechanical properties of SFRC applied to precast roof elements,” Mater. Struct., 39, pp. 411–420 (2007) [CrossRef] [Google Scholar]
M. Pająk and T. Ponikiewski, “Flexural behavior of self-compacting concrete reinforced with different types of steel fibers”, Constr. Build. Mater., 47, pp. 397–408 (2013) [CrossRef] [Google Scholar]
S. Grunewald, Performance-based design of self-compacting fibre reinforced concrete. Delft University Press (2004) [Google Scholar]
S. Grunewald and J. C. Walraven, “Transporting fibres as reinforcement in selfcompacting concrete,” Heron, 54, 2–3, pp. 99–124 (2009) [Google Scholar]
A. Khaloo and M. Afshari, “Flexural behaviour of small steel fibre reinforced concrete slabs,” Cem. Concr. Compos., 27, 1, pp. 141–149 (2005) [CrossRef] [Google Scholar]
B. Akcay and M. A. Tasdemir, “Mechanical behaviour and fibre dispersion of hybrid steel fibre reinforced self-compacting concrete,” Constr. Build. Mater., 28, 1, pp. 287–293 (2012) [CrossRef] [Google Scholar]
A. S. El-Dieb, “Mechanical, durability and microstructural characteristics of ultrahigh- strength self-compacting concrete incorporating steel fibers,” Mater. Des., 30, 10, pp. 4286–4292, (2009) [CrossRef] [Google Scholar]
F. Aslani, S. Nejadi, and B. Samali, “Short term bond shear stress and cracking control of reinforced self-compacting concrete one way slabs under flexural loading,” Comput. Concr., 13, 6, pp. 709–737 (2014) [CrossRef] [Google Scholar]
J. Michels, D. Waldmann, S. Maas, and A. Zürbes, “Steel fibers as only reinforcement for flat slab construction – Experimental investigation and design,” Constr. Build. Mater., 26, 1, pp. 145–155 (2012) [CrossRef] [Google Scholar]
D. V. Soulioti, N. M. Barkoula, A. Paipetis, and T. E. Matikas, “Effects of Fibre Geometry and Volume Fraction on the Flexural Behaviour of Steel – Fibre Reinforced Concrete Effects of Fibre Geometry and Volume Fraction on the Flexural Behaviour of Steel-Fibre Reinforced Concrete,” Strain, 47, pp. 535–541 (2011) [CrossRef] [Google Scholar]
A. A. Shah and Y. Ribakov, “Recent trends in steel fibered high-strength concrete,” Mater. Des., 32, 8–9, pp. 4122–4151 (2011) [CrossRef] [Google Scholar]
N. N. Sarbini, I. S. Ibrahim, and A. A. Saim, “Assessment on the Mechanical Performance of Steel Fibre Reinforced Concrete using Fibres Geometrical Factor,” BEFIB2012-Fibre Reinf. Concr., (2012) [Google Scholar]
N. A. Rahman, S. H. Hamzah, and A. Abdulrazzaq, “Effectiveness of SteFib in Composite Structural Member,” J. Eng. Sci. Technol., 7, 5, pp. 552–562 (2012) [Google Scholar]
Z. Tazaly, “Punching Shear Capacity of Fibre Reinforced Concrete Slabs with Conventional Reinforcement,” Royal Institute of Technology (KTH) (2011) [Google Scholar]
BS EN 14889-1, “Fibres for concrete: Part 1: Steel fibres – Definitions, specifications and conformity.” European Committee for Standardization (CEN), Brussels (2006) [Google Scholar]
BS EN 12390-5, “Testing hardened concrete – Part 5: Flexural strength of test specimens.” European Committee for Standardization (CEN), Brussels (2009) [Google Scholar]
R. N. Swamy, “FRC for Sustainable Infrastructure Regeneration and Rehabilitation,” in Fifth International RILEM Symposium on Fibre-Reinforced Concrete (FRC), pp. 3–19 (2000) [Google Scholar]
J. Narwal, A. Goel, D. Sharma, D. R. Kapoor, and B. Singh, “An Experimental Investigation on Structural Performance of Steel Fibre Reinforced Concrete Beam,” Int. J. Eng. Adv. Technol., 2, 6, pp. 301–304 (2013) [Google Scholar]
MS EN 1992-1-1, “Eurocode 2: Design of Concrete Structures – Part 1-1: General rules and rules for buildings.” Department of Standards Malaysia (2010) [Google Scholar]
B. Mosley, J. Bungey, and R. Hulse, Reinforced Concrete Design to Eurocode 2, 7^th ed. London : Palgrave Macmillan (2012) [Google Scholar]
L. Nguyen-minh, M. Rov, and T. Tran-quoc, “Punching Shear Capacity of Interior SFRC Slab-Column Connections,” J. Struct. Eng., 138, pp. 613–624 (2012) [CrossRef] [Google Scholar]
L. Nguyen-Minh, M. Rovňák, T. Tran-Quoc, and K. Nguyenkim, “Punching Shear Resistance of Steel Fiber Reinforced Concrete Flat Slabs,” Procedia Eng., 14, pp. 1830–1837 (2011) [CrossRef] [Google Scholar]
M. H. Harajli, D. Maalouf, and H. Khatib, “Effect of Fibers on the Punching Shear Strength of Slab-Column Connections,” Cem. Concr. Compos., 17, pp. 161–170, (1995). [CrossRef] [Google Scholar]

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[1] P. L. Domone, “A review of the hardened mechanical properties of self-compacting concrete,” Cem. Concr. Compos., 29, 1, pp. 1–12 (2007) [CrossRef] [Google Scholar]

[2] Y. Fritih, T. Vidal, A. Turatsinze, and G. Pons, “Flexural and shear behavior of steel fiber reinforced SCC beams,” KSCE J. Civ. Eng., 17, 6, pp. 1383–1393 (2013) [CrossRef] [Google Scholar]

[3] A. Khaloo, E. R. Molaei, P. Hosseini, and H. Tahsiri, “Mechanical performance of self-compacting concrete reinforced with steel fibers,” Constr. Build. Mater., 51, pp. 179–186 (2014) [CrossRef] [Google Scholar]

[4] H. Okamura and M. Ouchi, “Self-Compacting Concrete,” J. Adv. Concr. Technol., 1, 1, pp. 5–15 (2003) [CrossRef] [Google Scholar]

[5] L. Ferrara and A. Meda, “Relationships between fibre distribution, workability and the mechanical properties of SFRC applied to precast roof elements,” Mater. Struct., 39, pp. 411–420 (2007) [CrossRef] [Google Scholar]

[6] M. Pająk and T. Ponikiewski, “Flexural behavior of self-compacting concrete reinforced with different types of steel fibers”, Constr. Build. Mater., 47, pp. 397–408 (2013) [CrossRef] [Google Scholar]

[7] S. Grunewald, Performance-based design of self-compacting fibre reinforced concrete. Delft University Press (2004) [Google Scholar]

[8] S. Grunewald and J. C. Walraven, “Transporting fibres as reinforcement in selfcompacting concrete,” Heron, 54, 2–3, pp. 99–124 (2009) [Google Scholar]

[9] A. Khaloo and M. Afshari, “Flexural behaviour of small steel fibre reinforced concrete slabs,” Cem. Concr. Compos., 27, 1, pp. 141–149 (2005) [CrossRef] [Google Scholar]

[10] B. Akcay and M. A. Tasdemir, “Mechanical behaviour and fibre dispersion of hybrid steel fibre reinforced self-compacting concrete,” Constr. Build. Mater., 28, 1, pp. 287–293 (2012) [CrossRef] [Google Scholar]

[11] A. S. El-Dieb, “Mechanical, durability and microstructural characteristics of ultrahigh- strength self-compacting concrete incorporating steel fibers,” Mater. Des., 30, 10, pp. 4286–4292, (2009) [CrossRef] [Google Scholar]

[12] F. Aslani, S. Nejadi, and B. Samali, “Short term bond shear stress and cracking control of reinforced self-compacting concrete one way slabs under flexural loading,” Comput. Concr., 13, 6, pp. 709–737 (2014) [CrossRef] [Google Scholar]

[13] J. Michels, D. Waldmann, S. Maas, and A. Zürbes, “Steel fibers as only reinforcement for flat slab construction – Experimental investigation and design,” Constr. Build. Mater., 26, 1, pp. 145–155 (2012) [CrossRef] [Google Scholar]

[14] D. V. Soulioti, N. M. Barkoula, A. Paipetis, and T. E. Matikas, “Effects of Fibre Geometry and Volume Fraction on the Flexural Behaviour of Steel – Fibre Reinforced Concrete Effects of Fibre Geometry and Volume Fraction on the Flexural Behaviour of Steel-Fibre Reinforced Concrete,” Strain, 47, pp. 535–541 (2011) [CrossRef] [Google Scholar]

[15] A. A. Shah and Y. Ribakov, “Recent trends in steel fibered high-strength concrete,” Mater. Des., 32, 8–9, pp. 4122–4151 (2011) [CrossRef] [Google Scholar]

[16] N. N. Sarbini, I. S. Ibrahim, and A. A. Saim, “Assessment on the Mechanical Performance of Steel Fibre Reinforced Concrete using Fibres Geometrical Factor,” BEFIB2012-Fibre Reinf. Concr., (2012) [Google Scholar]

[17] N. A. Rahman, S. H. Hamzah, and A. Abdulrazzaq, “Effectiveness of SteFib in Composite Structural Member,” J. Eng. Sci. Technol., 7, 5, pp. 552–562 (2012) [Google Scholar]

[18] Z. Tazaly, “Punching Shear Capacity of Fibre Reinforced Concrete Slabs with Conventional Reinforcement,” Royal Institute of Technology (KTH) (2011) [Google Scholar]

[19] BS EN 14889-1, “Fibres for concrete: Part 1: Steel fibres – Definitions, specifications and conformity.” European Committee for Standardization (CEN), Brussels (2006) [Google Scholar]

[20] BS EN 12390-5, “Testing hardened concrete – Part 5: Flexural strength of test specimens.” European Committee for Standardization (CEN), Brussels (2009) [Google Scholar]

[21] R. N. Swamy, “FRC for Sustainable Infrastructure Regeneration and Rehabilitation,” in Fifth International RILEM Symposium on Fibre-Reinforced Concrete (FRC), pp. 3–19 (2000) [Google Scholar]

[22] J. Narwal, A. Goel, D. Sharma, D. R. Kapoor, and B. Singh, “An Experimental Investigation on Structural Performance of Steel Fibre Reinforced Concrete Beam,” Int. J. Eng. Adv. Technol., 2, 6, pp. 301–304 (2013) [Google Scholar]

[23] MS EN 1992-1-1, “Eurocode 2: Design of Concrete Structures – Part 1-1: General rules and rules for buildings.” Department of Standards Malaysia (2010) [Google Scholar]

[24] B. Mosley, J. Bungey, and R. Hulse, Reinforced Concrete Design to Eurocode 2, 7^th ed. London : Palgrave Macmillan (2012) [Google Scholar]

[25] L. Nguyen-minh, M. Rov, and T. Tran-quoc, “Punching Shear Capacity of Interior SFRC Slab-Column Connections,” J. Struct. Eng., 138, pp. 613–624 (2012) [CrossRef] [Google Scholar]

[26] L. Nguyen-Minh, M. Rovňák, T. Tran-Quoc, and K. Nguyenkim, “Punching Shear Resistance of Steel Fiber Reinforced Concrete Flat Slabs,” Procedia Eng., 14, pp. 1830–1837 (2011) [CrossRef] [Google Scholar]

[27] M. H. Harajli, D. Maalouf, and H. Khatib, “Effect of Fibers on the Punching Shear Strength of Slab-Column Connections,” Cem. Concr. Compos., 17, pp. 161–170, (1995). [CrossRef] [Google Scholar]