Nonlinear finite element analysis of composite steel/FRP-reinforced concrete beams using a new beam element

Xiaoshan Lin; Y. X. Zhang

doi:10.1007/978-3-642-17487-2_160

Nonlinear finite element analysis of composite steel/FRP-reinforced concrete beams using a new beam element

Xiaoshan Lin, Y. X. Zhang

Western Sydney University

Research output: Chapter in Book / Conference Paper › Chapter

1 Citation (Scopus)

Abstract

In this paper, a simple and computation effective one-dimensional two-node beam element is developed based on the Timoshenko’s beam functions and layered approach for nonlinear finite element analysis of structural behaviour of composite steel/FRP-reinforced concrete beams. Both geometric nonlinearity and material nonlinearity are accounted for in the nonlinear finite element model, and Timoshenko’s composite beam functions are employed to represent the transverse displacement and rotation of the element. The agreement of the computed results for steel and FRP reinforced concrete beams with those obtained from experimental study and other numerical analysis demonstrate the efficiency and accuracy of the proposed element model.

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)
Editors	Lieping Ye, Peng Feng, Qingrui Yue
Place of Publication	Germany
Publisher	Springer
Pages	727-730
Number of pages	4
ISBN (Electronic)	9783642174872
ISBN (Print)	9783642174865
DOIs	https://doi.org/10.1007/978-3-642-17487-2_160
Publication status	Published - 2011

Keywords

Timoshenko beams
composite beams
composite construction
finite element method

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10.1007/978-3-642-17487-2_160

Cite this

Lin, X., & Zhang, Y. X. (2011). Nonlinear finite element analysis of composite steel/FRP-reinforced concrete beams using a new beam element. In L. Ye, P. Feng, & Q. Yue (Eds.), Advances in FRP Composites in Civil Engineering: Proceedings of the 5th International Conference on FRP Composites in Civil Engineering (CICE 2010) (pp. 727-730). Springer. https://doi.org/10.1007/978-3-642-17487-2_160

Lin, Xiaoshan ; Zhang, Y. X. / Nonlinear finite element analysis of composite steel/FRP-reinforced concrete beams using a new beam element. Advances in FRP Composites in Civil Engineering: Proceedings of the 5th International Conference on FRP Composites in Civil Engineering (CICE 2010). editor / Lieping Ye ; Peng Feng ; Qingrui Yue. Germany : Springer, 2011. pp. 727-730

@inbook{50632fad5e2a47b5aca919be4508899d,

title = "Nonlinear finite element analysis of composite steel/FRP-reinforced concrete beams using a new beam element",

abstract = "In this paper, a simple and computation effective one-dimensional two-node beam element is developed based on the Timoshenko{\textquoteright}s beam functions and layered approach for nonlinear finite element analysis of structural behaviour of composite steel/FRP-reinforced concrete beams. Both geometric nonlinearity and material nonlinearity are accounted for in the nonlinear finite element model, and Timoshenko{\textquoteright}s composite beam functions are employed to represent the transverse displacement and rotation of the element. The agreement of the computed results for steel and FRP reinforced concrete beams with those obtained from experimental study and other numerical analysis demonstrate the efficiency and accuracy of the proposed element model.",

keywords = "Timoshenko beams, composite beams, composite construction, finite element method",

author = "Xiaoshan Lin and Zhang, {Y. X.}",

year = "2011",

doi = "10.1007/978-3-642-17487-2_160",

language = "English",

isbn = "9783642174865",

pages = "727--730",

editor = "Lieping Ye and Peng Feng and Qingrui Yue",

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

publisher = "Springer",

}

Lin, X & Zhang, YX 2011, Nonlinear finite element analysis of composite steel/FRP-reinforced concrete beams using a new beam element. in L Ye, P Feng & Q Yue (eds), Advances in FRP Composites in Civil Engineering: Proceedings of the 5th International Conference on FRP Composites in Civil Engineering (CICE 2010). Springer, Germany, pp. 727-730. https://doi.org/10.1007/978-3-642-17487-2_160

Nonlinear finite element analysis of composite steel/FRP-reinforced concrete beams using a new beam element. / Lin, Xiaoshan; Zhang, Y. X.
Advances in FRP Composites in Civil Engineering: Proceedings of the 5th International Conference on FRP Composites in Civil Engineering (CICE 2010). ed. / Lieping Ye; Peng Feng; Qingrui Yue. Germany: Springer, 2011. p. 727-730.

Research output: Chapter in Book / Conference Paper › Chapter

TY - CHAP

T1 - Nonlinear finite element analysis of composite steel/FRP-reinforced concrete beams using a new beam element

AU - Lin, Xiaoshan

AU - Zhang, Y. X.

PY - 2011

Y1 - 2011

N2 - In this paper, a simple and computation effective one-dimensional two-node beam element is developed based on the Timoshenko’s beam functions and layered approach for nonlinear finite element analysis of structural behaviour of composite steel/FRP-reinforced concrete beams. Both geometric nonlinearity and material nonlinearity are accounted for in the nonlinear finite element model, and Timoshenko’s composite beam functions are employed to represent the transverse displacement and rotation of the element. The agreement of the computed results for steel and FRP reinforced concrete beams with those obtained from experimental study and other numerical analysis demonstrate the efficiency and accuracy of the proposed element model.

AB - In this paper, a simple and computation effective one-dimensional two-node beam element is developed based on the Timoshenko’s beam functions and layered approach for nonlinear finite element analysis of structural behaviour of composite steel/FRP-reinforced concrete beams. Both geometric nonlinearity and material nonlinearity are accounted for in the nonlinear finite element model, and Timoshenko’s composite beam functions are employed to represent the transverse displacement and rotation of the element. The agreement of the computed results for steel and FRP reinforced concrete beams with those obtained from experimental study and other numerical analysis demonstrate the efficiency and accuracy of the proposed element model.

KW - Timoshenko beams

KW - composite beams

KW - composite construction

KW - finite element method

UR - http://handle.westernsydney.edu.au:8081/1959.7/uws:49744

U2 - 10.1007/978-3-642-17487-2_160

DO - 10.1007/978-3-642-17487-2_160

M3 - Chapter

SN - 9783642174865

SP - 727

EP - 730

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

A2 - Ye, Lieping

A2 - Feng, Peng

A2 - Yue, Qingrui

PB - Springer

CY - Germany

ER -

Lin X, Zhang YX. Nonlinear finite element analysis of composite steel/FRP-reinforced concrete beams using a new beam element. In Ye L, Feng P, Yue Q, editors, Advances in FRP Composites in Civil Engineering: Proceedings of the 5th International Conference on FRP Composites in Civil Engineering (CICE 2010). Germany: Springer. 2011. p. 727-730 doi: 10.1007/978-3-642-17487-2_160

Nonlinear finite element analysis of composite steel/FRP-reinforced concrete beams using a new beam element

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