Print Email Facebook Twitter Large scale non-linear finite element analyses of reinforced concrete structures Title Large scale non-linear finite element analyses of reinforced concrete structures Author Engen, M. Hendriks, M.A.N. Overli, J.A. Aldstedt, E. Faculty Civil Engineering and Geosciences Department Structural Engineering Date 2014-12-31 Abstract Due to practical and economic reasons the design of complex concrete structures is often based on linear FEA with rather large elements. The inelastic behavior of reinforced concrete can lead to significant load redistributions which can only be predicted using non-linear FEA (NLFEA). This work aims at developing a method for performing large scale NLFEA of concrete structures, both with respect to material behavior and assessment of the structural safety. The present paper compares results from a simple beam experiment with NLFEA on two different element size scales. The NLFEA on both scales predict consistent ULS capacity. A localized crack pattern was only observed at medium scale, but the corresponding SLS crack widths were non-conservative due to a nonlocalized equilibrium path. A scale transition procedure should preserve the localized crack pattern. To reference this document use: http://resolver.tudelft.nl/uuid:517d6f9f-92e5-40f2-9b25-74597399ac01 Publisher CRIB ISBN 978-2-9806762-2-2 Source Proceedings of the 10th FIB International PhD Symposium in Civil Engineering, 21 – 23 July 2014, Québec, Canada. Eds.: Bastien, J., Rouleau, N., Fiset, M., Thomassin, M. Part of collection Institutional Repository Document type conference paper Rights (c) The Author(s) Files PDF 317778.pdf 2.03 MB Close viewer /islandora/object/uuid:517d6f9f-92e5-40f2-9b25-74597399ac01/datastream/OBJ/view