Abstract
This paper presents a preliminary investigation into the modelling of FRP-to-concrete bond behaviour using the K&C concrete damage model in LSDYNA explicit. The proposed FE model adopts the first order eight node hexahedron 3D solid element with one integration point and a sub-millimetre mesh. Results show that the model can simulate the static FRP-to-concrete bond behaviour with good accuracy and mesh objectivity. Further research is being undertaken to investigate its suitability for modelling the dynamic FRP-to-concrete bond behaviour. © Tsinghua University Press, Beijing and Springer-Verlag Berlin Heidelberg 2011.
Cite
CITATION STYLE
Li, X. Q., Chen, J. F., & Lu, Y. (2011). Meso-scale modelling of FRP-to-concrete bond behaviour using LSDYNA. In Advances in FRP Composites in Civil Engineering - Proceedings of the 5th International Conference on FRP Composites in Civil Engineering, CICE 2010 (pp. 494–498). Springer Berlin Heidelberg. https://doi.org/10.1007/978-3-642-17487-2_106
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