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

5 Citations (Scopus)

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 - Proceedings of the 5th International Conference on FRP Composites in Civil Engineering, CICE 2010
PublisherSpringer
Pages494-498
Number of pages5
Publication statusPublished - 01 Jan 2011
Externally publishedYes
Event5th International Conference on FRP Composites in Civil Engineering, CICE 2010 - Beijing, China
Duration: 27 Sep 201029 Sep 2010

Conference

Conference5th International Conference on FRP Composites in Civil Engineering, CICE 2010
CountryChina
CityBeijing
Period27/09/201029/09/2010

ASJC Scopus subject areas

  • Surfaces and Interfaces

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    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.