Three-dimensional nonlinear finite-element modelling of the flexural behaviour of reinforced concrete beams

Alrazi Earij, Giulio Alfano

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

Abstract

This paper presents a numerical investigation on the flexural behaviour of reinforced concrete beams under four-point bending. Three-dimensional nonlinear finite-element models were developed using ABAQUS/Explicit. The 'concrete damaged plasticity' model was used to model the concrete behaviour. Two different types of elements and meshes were employed, a structured mesh of linear hexahedral elements with incompatible modes and an unstructured mesh of linear tetrahedral elements, to establish their effects on the computed predictions. Modelling is validated by comparing numerical results in terms of load-deflection curves with test results reported in the literature. Good agreement was found in general but with some differences between the chosen elements and meshes. Tensile damage plots are also reported, showing some mesh bias when hexahedral elements are used.
Original languageEnglish
Title of host publicationProceedings of the Fifteenth International Conference on Civil, Structural and Environmental Engineering Computing
EditorsJ. Kruis, Y. Tsompanakis , B.H.V. Topping
Place of PublicationStirlingshire, UK
PublisherCivil-Comp Press
ISBN (Print)9781905088638
DOIs
Publication statusPublished - 6 Aug 2015
Externally publishedYes
EventFifteenth International Conference on Civil, Structural and Environmental Engineering Computing - Prague, Czech Republic
Duration: 1 Sep 20154 Sep 2015
http://www.civil-comp.com/conf/conf2015/cc2015.htm

Conference

ConferenceFifteenth International Conference on Civil, Structural and Environmental Engineering Computing
Abbreviated titleCIVIL-COMP 2015
CountryCzech Republic
CityPrague
Period1/09/154/09/15
Internet address

Fingerprint

Reinforced concrete
Concretes
ABAQUS
Plasticity

Keywords

  • Finite element
  • Reinforced concrete beams
  • ABAQUS/Explicit
  • Embedded reinforcement
  • Concrete damaged plasticity

Cite this

Earij, A., & Alfano, G. (2015). Three-dimensional nonlinear finite-element modelling of the flexural behaviour of reinforced concrete beams. In J. Kruis, Y. Tsompanakis , & B. H. V. Topping (Eds.), Proceedings of the Fifteenth International Conference on Civil, Structural and Environmental Engineering Computing Stirlingshire, UK: Civil-Comp Press. https://doi.org/10.4203/ccp.108.3
Earij, Alrazi ; Alfano, Giulio. / Three-dimensional nonlinear finite-element modelling of the flexural behaviour of reinforced concrete beams. Proceedings of the Fifteenth International Conference on Civil, Structural and Environmental Engineering Computing. editor / J. Kruis ; Y. Tsompanakis ; B.H.V. Topping. Stirlingshire, UK : Civil-Comp Press, 2015.
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Earij, A & Alfano, G 2015, Three-dimensional nonlinear finite-element modelling of the flexural behaviour of reinforced concrete beams. in J Kruis, Y Tsompanakis & BHV Topping (eds), Proceedings of the Fifteenth International Conference on Civil, Structural and Environmental Engineering Computing. Civil-Comp Press, Stirlingshire, UK, Fifteenth International Conference on Civil, Structural and Environmental Engineering Computing, Prague, Czech Republic, 1/09/15. https://doi.org/10.4203/ccp.108.3

Three-dimensional nonlinear finite-element modelling of the flexural behaviour of reinforced concrete beams. / Earij, Alrazi; Alfano, Giulio.

Proceedings of the Fifteenth International Conference on Civil, Structural and Environmental Engineering Computing. ed. / J. Kruis; Y. Tsompanakis ; B.H.V. Topping. Stirlingshire, UK : Civil-Comp Press, 2015.

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

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N2 - This paper presents a numerical investigation on the flexural behaviour of reinforced concrete beams under four-point bending. Three-dimensional nonlinear finite-element models were developed using ABAQUS/Explicit. The 'concrete damaged plasticity' model was used to model the concrete behaviour. Two different types of elements and meshes were employed, a structured mesh of linear hexahedral elements with incompatible modes and an unstructured mesh of linear tetrahedral elements, to establish their effects on the computed predictions. Modelling is validated by comparing numerical results in terms of load-deflection curves with test results reported in the literature. Good agreement was found in general but with some differences between the chosen elements and meshes. Tensile damage plots are also reported, showing some mesh bias when hexahedral elements are used.

AB - This paper presents a numerical investigation on the flexural behaviour of reinforced concrete beams under four-point bending. Three-dimensional nonlinear finite-element models were developed using ABAQUS/Explicit. The 'concrete damaged plasticity' model was used to model the concrete behaviour. Two different types of elements and meshes were employed, a structured mesh of linear hexahedral elements with incompatible modes and an unstructured mesh of linear tetrahedral elements, to establish their effects on the computed predictions. Modelling is validated by comparing numerical results in terms of load-deflection curves with test results reported in the literature. Good agreement was found in general but with some differences between the chosen elements and meshes. Tensile damage plots are also reported, showing some mesh bias when hexahedral elements are used.

KW - Finite element

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Earij A, Alfano G. Three-dimensional nonlinear finite-element modelling of the flexural behaviour of reinforced concrete beams. In Kruis J, Tsompanakis Y, Topping BHV, editors, Proceedings of the Fifteenth International Conference on Civil, Structural and Environmental Engineering Computing. Stirlingshire, UK: Civil-Comp Press. 2015 https://doi.org/10.4203/ccp.108.3