Print Email Facebook Twitter Spalling of concrete due to fire exposure: A coupled fracture mechanics and pore pressure approach Title Spalling of concrete due to fire exposure: A coupled fracture mechanics and pore pressure approach Author Lottman, B.B.G. Koenders, E.A.B. Blom, C.B.M. Walraven, J.C. Faculty Civil Engineering and Geosciences Department Structural Engineering Date 2013-09-27 Abstract In this paper results are presented from a by STW funded research project “spalling of concrete due to fire exposure” between Eindhoven University of Technology and Delft University of Technology and aimed at developing an integral spalling model. In this paper two coupled Finite Element based models are presented in which the first model describes the physical behaviour of concrete and is used to determine the temperature and pore pressure development and the second model describes the fracture mechanics behaviour of concrete and is used to determine the crack development. To reference this document use: http://resolver.tudelft.nl/uuid:6ff0c121-56a4-4621-8943-f2f36c4db390 DOI https://doi.org/10.1051/matecconf/20130605002 Publisher EDP Sciences Source MATEC Web of Conferences 6, 05002 (2013) Concrete Spalling due to Fire Exposure: Proceedings of the 3rd International Workshop, Paris, France, 25 September 2013 - 27 September 2013 Part of collection Institutional Repository Document type conference paper Rights © 2013 Lottman, B.B.G.Koenders, E.A.B.Blom, C.B.M.Walraven, J.C. Files PDF matecconf_iwcs13_05002.pdf 644.95 KB Close viewer /islandora/object/uuid:6ff0c121-56a4-4621-8943-f2f36c4db390/datastream/OBJ/view