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

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

Research output: Chapter in Book/Report/Conference proceedingConference contribution

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.

Original languageEnglish
Title of host publicationADVANCES IN FRP COMPOSITES IN CIVIL ENGINEERING
EditorsLP Ye, P Feng, QR Yue
Place of PublicationBERLIN
PublisherSpringer-Verlag GmbH
Pages494-498
Number of pages5
ISBN (Print)978-3-642-17486-5
Publication statusPublished - 2010
Event5th International Conference on FRP Composites in Civil Engineering - Beijing
Duration: 27 Sep 201029 Sep 2010

Conference

Conference5th International Conference on FRP Composites in Civil Engineering
CityBeijing
Period27/09/1029/09/10

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