Effect of Steel Fibres on Flexural Toughness of Concrete and RC Beams
Author:
Publisher
Springer Science and Business Media LLC
Subject
Multidisciplinary
Link
https://link.springer.com/content/pdf/10.1007/s13369-021-06113-5.pdf
Reference55 articles.
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2. Barros, J.A.O.; Cunha, V.M.C.F.; Ribeiro, A.F.; Antunes, J.A.B.: Post-cracking behaviour of steel fibre reinforced concrete. Mater. Struct. 38(275), 47–56 (2005). https://doi.org/10.1007/BF02480574
3. Rossi, P.: Mechanical behaviour of metal–fibre reinforced concretes. Cem. Concr. Compos. 14(1), 3–16 (1992). https://doi.org/10.1016/0958-9465(92)90034-S
4. Soulioti, D.V.; Barkoula, N.M.; Paipetis, A.; Matikas, T.E.: Effects of fibre geometry and volume fraction on the flexural behaviour of steel-fibre reinforced concrete. Strain 47, e535–e541 (2011). https://doi.org/10.1111/j.1475-1305.2009.00652.x
5. Bencardino, F.; Rizzuti, L.; Spadea, G.; Swamy, R.N.: Experimental evaluation of fiber reinforced concrete fracture properties. Compos. Part B Eng. 41(1), 17–24 (2010). https://doi.org/10.1016/j.compositesb.2009.09.002
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