Three-dimensional finite element model for FRP-confined circular concrete cylinders under axial compression

Q. G. Xiao; Jinguang Teng; T. Yu; L. Lam

Three-dimensional finite element model for FRP-confined circular concrete cylinders under axial compression

Q. G. Xiao, Jinguang Teng, T. Yu, L. Lam

Research output: Chapter in book / Conference proceeding › Conference article published in proceeding or book › Academic research › peer-review

3 Citations (Scopus)

Abstract

This paper presents a 3D FE model for FRP-confined circular concrete cylinders based on a plastic-damage constitutive model for concrete recently proposed by Yu et al. (2010b). This 3D model is capable of modeling deformation non-uniformity in the axial direction due to factors such as end restraints. Numerical results obtained using the FE model for FRP-confined cylinders with end restraints or with a vertical gap in the FRP jacket conform to expected trends although their quantitative accuracy awaits confirmation by laboratory tests. This FE model has the potential for extension to more general cases of FRP-confined concrete columns (e.g. rectangular concrete columns) and can provide a useful tool for the exploration of confinement mechanisms in the development of simple stress-strain models for design use.

Original language	English
Title of host publication	Advances in FRP Composites in Civil Engineering - Proceedings of the 5th International Conference on FRP Composites in Civil Engineering, CICE 2010
Publisher	Springer-Verlag Berlin Heidelberg
Pages	654-657
Number of pages	4
Publication status	Published - 1 Jan 2011
Event	5th International Conference on FRP Composites in Civil Engineering, CICE 2010 - Beijing, China Duration: 27 Sept 2010 → 29 Sept 2010

Conference

Conference	5th International Conference on FRP Composites in Civil Engineering, CICE 2010
Country/Territory	China
City	Beijing
Period	27/09/10 → 29/09/10

ASJC Scopus subject areas

Surfaces and Interfaces

Cite this

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title = "Three-dimensional finite element model for FRP-confined circular concrete cylinders under axial compression",

abstract = "This paper presents a 3D FE model for FRP-confined circular concrete cylinders based on a plastic-damage constitutive model for concrete recently proposed by Yu et al. (2010b). This 3D model is capable of modeling deformation non-uniformity in the axial direction due to factors such as end restraints. Numerical results obtained using the FE model for FRP-confined cylinders with end restraints or with a vertical gap in the FRP jacket conform to expected trends although their quantitative accuracy awaits confirmation by laboratory tests. This FE model has the potential for extension to more general cases of FRP-confined concrete columns (e.g. rectangular concrete columns) and can provide a useful tool for the exploration of confinement mechanisms in the development of simple stress-strain models for design use.",

author = "Xiao, {Q. G.} and Jinguang Teng and T. Yu and L. Lam",

year = "2011",

month = jan,

day = "1",

language = "English",

pages = "654--657",

booktitle = "Advances in FRP Composites in Civil Engineering - Proceedings of the 5th International Conference on FRP Composites in Civil Engineering, CICE 2010",

publisher = "Springer-Verlag Berlin Heidelberg",

note = "5th International Conference on FRP Composites in Civil Engineering, CICE 2010 ; Conference date: 27-09-2010 Through 29-09-2010",

}

Xiao, QG, Teng, J , Yu, T & Lam, L 2011, Three-dimensional finite element model for FRP-confined circular concrete cylinders under axial compression. in Advances in FRP Composites in Civil Engineering - Proceedings of the 5th International Conference on FRP Composites in Civil Engineering, CICE 2010. Springer-Verlag Berlin Heidelberg, pp. 654-657, 5th International Conference on FRP Composites in Civil Engineering, CICE 2010, Beijing, China, 27/09/10.

Three-dimensional finite element model for FRP-confined circular concrete cylinders under axial compression. / Xiao, Q. G.; Teng, Jinguang ; Yu, T. et al.
Advances in FRP Composites in Civil Engineering - Proceedings of the 5th International Conference on FRP Composites in Civil Engineering, CICE 2010. Springer-Verlag Berlin Heidelberg, 2011. p. 654-657.

Research output: Chapter in book / Conference proceeding › Conference article published in proceeding or book › Academic research › peer-review

TY - GEN

T1 - Three-dimensional finite element model for FRP-confined circular concrete cylinders under axial compression

AU - Xiao, Q. G.

AU - Teng, Jinguang

AU - Yu, T.

AU - Lam, L.

PY - 2011/1/1

Y1 - 2011/1/1

N2 - This paper presents a 3D FE model for FRP-confined circular concrete cylinders based on a plastic-damage constitutive model for concrete recently proposed by Yu et al. (2010b). This 3D model is capable of modeling deformation non-uniformity in the axial direction due to factors such as end restraints. Numerical results obtained using the FE model for FRP-confined cylinders with end restraints or with a vertical gap in the FRP jacket conform to expected trends although their quantitative accuracy awaits confirmation by laboratory tests. This FE model has the potential for extension to more general cases of FRP-confined concrete columns (e.g. rectangular concrete columns) and can provide a useful tool for the exploration of confinement mechanisms in the development of simple stress-strain models for design use.

AB - This paper presents a 3D FE model for FRP-confined circular concrete cylinders based on a plastic-damage constitutive model for concrete recently proposed by Yu et al. (2010b). This 3D model is capable of modeling deformation non-uniformity in the axial direction due to factors such as end restraints. Numerical results obtained using the FE model for FRP-confined cylinders with end restraints or with a vertical gap in the FRP jacket conform to expected trends although their quantitative accuracy awaits confirmation by laboratory tests. This FE model has the potential for extension to more general cases of FRP-confined concrete columns (e.g. rectangular concrete columns) and can provide a useful tool for the exploration of confinement mechanisms in the development of simple stress-strain models for design use.

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M3 - Conference article published in proceeding or book

SP - 654

EP - 657

BT - Advances in FRP Composites in Civil Engineering - Proceedings of the 5th International Conference on FRP Composites in Civil Engineering, CICE 2010

PB - Springer-Verlag Berlin Heidelberg

T2 - 5th International Conference on FRP Composites in Civil Engineering, CICE 2010

Y2 - 27 September 2010 through 29 September 2010

ER -

Three-dimensional finite element model for FRP-confined circular concrete cylinders under axial compression

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ASJC Scopus subject areas

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