2026-04-17T11:14:00Zhttps://recercat.cat/oai/request

oai:recercat.cat:2117/242892026-01-24T03:28:55Zcom_2072_1033col_2072_452950

00925njm 22002777a 4500 dc Blanco Álvarez, Ana author Pujadas Álvarez, Pablo author Fuente Antequera, Albert de la author Pialarissi Cavalaro, Sergio Henrique author Aguado de Cea, Antonio author 2015-01 The design of steel fibre reinforced concrete (SFRC) structures is evolving towards a new approach that uses correction factors to consider differences between the small-scale characterization specimens and the real-scale elements. Recently, the Model Code 2010 proposed an orientation factor (K) that accounts for the effects of the orientation in the structural response of elements. The present study focuses on the identification of this factor in SFRC slabs with different dimensions. For that, flexural tests on real-scale slabs were conducted and the fibre orientation was assessed with an inductive method. A finite element analysis showed the differences between the experimental curves and the prediction of the Model Code without considering K. Based on the results obtained, a range of values is proposed for K and validated. This study sheds light on possible modifications that this philosophy of design might require to better reproduce the behaviour of slabs. Postprint (published version) Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Materials i estructures de formigó Fiber-reinforced concrete fibres mechanical properties finite element analysis mechanical testing Construcció en formigó armat amb fibres Assessment of the fibre orientation factor in SFRC slabs