Assessment of Orientation Factor for Flexural-Based Design of Steel Fibre Reinforced Concrete Slabs: Experimental and Analytical Investigation
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Publisher
Springer Nature Switzerland
Link
https://link.springer.com/content/pdf/10.1007/978-3-031-70145-0_24
Reference6 articles.
1. di Prisco, M., Colombo, M., Pourzarabi, A.: Biaxial bending of SFRC slabs: is conventional reinforcement necessary? Mater. Struct. Constr. 52, 1–15 (2019). https://doi.org/10.1617/s11527-018-1302-0
2. Aidarov, S., Tošić, N., de la Fuente, A.: A limit state design approach for hybrid reinforced concrete column-supported flat slabs. Struct. Concr. 23(6), 3444−3464 (2022)
3. Leporace-Guimil, B., Mudadu, A., Conforti, A., Plizzari, G.A.: Influence of fiber orientation and structural-integrity reinforcement on the flexural behavior of elevated slabs. Eng. Struct. 252,113583 (2021). https://doi.org/10.1016/j.engstruct.2021.113583
4. Aidarov, S., Nogales, A., Tošić, N., de la Fuente, A.: Influence of fibre orientation on flexural-based design of steel fibre reinforced concrete slabs: experimental and numerical programme. Struct. Concr. 25(2), 956−972 (2024). https://doi.org/10.1002/suco.202300754
5. Cavalaro, S.H.P., López-Carreño, R., Torrents, J.M., Aguado, A., Juan-García, P.: Assessment of fibre content and 3D profile in cylindrical SFRC specimens. Mater. Struct. Constr. 49, 577–595 (2016). https://doi.org/10.1617/s11527-014-0521-2
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