Parametric numerical study on service‐load deflections of reinforced recycled aggregate concrete slabs and beams based on fib Model Code 2010

This is the peer reviewed version of the following article: [ Tosic, N, Kurama, Y. Parametric numerical study on service‐load deflections of reinforced recycled aggregate concrete slabs and beams based on fib Model Code 2010. Structural Concrete. 2020; 1– 15. https://doi-org.recursos.biblioteca.upc.edu/10.1002/suco.202000015], which has been published in final form at https://onlinelibrary.wiley.com/doi/abs/10.1002/suco.202000015. This article may be used for non-commercial purposes in accordance with Wiley Terms and Conditions for Self-Archiving