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Innovative Textile-Based Composites for Strengthening and Seismic Retrofitting of Concrete and Masonry Structures Read chapter Read first chapter

2011 | OriginalPaper | Chapter

Meso-Scale Modelling of FRP-to-Concrete Bond Behaviour Using LSDYNA

Authors : X. Q. Li, J. F. Chen, Y. Lu

Published in: Advances in FRP Composites in Civil Engineering

Publisher: Springer Berlin Heidelberg

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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.

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previous chapter Effect of Bar-Cutoff and Bent-Point Locations on Debonding Loads in RC Beams Strengthened with CFRP Plates
next chapter Investigation on Fracture Behavior of FRP-Concrete Interface under Direct Shear
Metadata
Title
Meso-Scale Modelling of FRP-to-Concrete Bond Behaviour Using LSDYNA
Authors
X. Q. Li
J. F. Chen
Y. Lu
Copyright Year
2011
Publisher
Springer Berlin Heidelberg
Book
Advances in FRP Composites in Civil Engineering

Print ISBN: 978-3-642-17486-5

Electronic ISBN: 978-3-642-17487-2

Copyright Year: 2011

DOI
https://doi.org/10.1007/978-3-642-17487-2_106