Numerical modelling of FRP-reinforced concrete beams at elevated temperatures

Xiaoshan Lin; Y. X. Zhang

doi:10.3850/978-981-08-7920-4-S2-S11-cd

Numerical modelling of FRP-reinforced concrete beams at elevated temperatures

Xiaoshan Lin
, Y. X. Zhang

University of New South Wales

Research output: Chapter in Book / Conference Paper › Conference Paper › peer-review

Abstract

A one-dimensional two-node layered composite beam element developed for nonlinear finite element analysis of FRP-reinforced concrete beams is extended in this paper for nonlinear analysis of structural performance of the FRP-reinforced concrete beams at elevated temperatures. Both geometric nonlinearity and properties of the FRPs and the concrete are included in the element for accurate modeling of the structural behavior of FRP-reinforced concrete beams at elevated temperatures. The nonlinear structural behavior of composite FRP-reinforced concrete beams under external combined mechanical loading and thermal loading is investigated using the proposed element.

Original language	English
Title of host publication	ISEC 2011 - 6th International Structural Engineering and Construction Conference
Subtitle of host publication	Modern Methods and Advances in Structural Engineering and Construction
Editors	Siamak Yazdani, Sai On Cheung, Amarjit Singh, Nader Ghafoori
Publisher	Research Publishing Services
Pages	821-826
Number of pages	6
ISBN (Electronic)	9789810879204
DOIs	https://doi.org/10.3850/978-981-08-7920-4-S2-S11-cd
Publication status	Published - 2011
Externally published	Yes
Event	6th International Structural Engineering and Construction Conference: Modern Methods and Advances in Structural Engineering and Construction, ISEC 2011 - Zurich, Switzerland Duration: 21 Jun 2011 → 26 Jun 2011

Publication series

Name	ISEC 2011 - 6th International Structural Engineering and Construction Conference: Modern Methods and Advances in Structural Engineering and Construction

Conference

Conference	6th International Structural Engineering and Construction Conference: Modern Methods and Advances in Structural Engineering and Construction, ISEC 2011
Country/Territory	Switzerland
City	Zurich
Period	21/06/11 → 26/06/11

Bibliographical note

Publisher Copyright:
Copyright © 2011 by Research Publishing Services.

Keywords

Composite beam element
Elevated temperatures
FRP-reinforced concrete beams
Geometric nonlinearity
Temperature-dependent material

Access to Document

10.3850/978-981-08-7920-4-S2-S11-cd

Cite this

Lin, X., & Zhang, Y. X. (2011). Numerical modelling of FRP-reinforced concrete beams at elevated temperatures. In S. Yazdani, S. O. Cheung, A. Singh, & N. Ghafoori (Eds.), ISEC 2011 - 6th International Structural Engineering and Construction Conference: Modern Methods and Advances in Structural Engineering and Construction (pp. 821-826). (ISEC 2011 - 6th International Structural Engineering and Construction Conference: Modern Methods and Advances in Structural Engineering and Construction). Research Publishing Services. https://doi.org/10.3850/978-981-08-7920-4-S2-S11-cd

Lin, Xiaoshan ; Zhang, Y. X. / Numerical modelling of FRP-reinforced concrete beams at elevated temperatures. ISEC 2011 - 6th International Structural Engineering and Construction Conference: Modern Methods and Advances in Structural Engineering and Construction. editor / Siamak Yazdani ; Sai On Cheung ; Amarjit Singh ; Nader Ghafoori. Research Publishing Services, 2011. pp. 821-826 (ISEC 2011 - 6th International Structural Engineering and Construction Conference: Modern Methods and Advances in Structural Engineering and Construction).

@inproceedings{d05fd79481f74ca6af695a73777d0a6a,

title = "Numerical modelling of FRP-reinforced concrete beams at elevated temperatures",

abstract = "A one-dimensional two-node layered composite beam element developed for nonlinear finite element analysis of FRP-reinforced concrete beams is extended in this paper for nonlinear analysis of structural performance of the FRP-reinforced concrete beams at elevated temperatures. Both geometric nonlinearity and properties of the FRPs and the concrete are included in the element for accurate modeling of the structural behavior of FRP-reinforced concrete beams at elevated temperatures. The nonlinear structural behavior of composite FRP-reinforced concrete beams under external combined mechanical loading and thermal loading is investigated using the proposed element.",

keywords = "Composite beam element, Elevated temperatures, FRP-reinforced concrete beams, Geometric nonlinearity, Temperature-dependent material",

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

note = "Publisher Copyright: Copyright {\textcopyright} 2011 by Research Publishing Services.; 6th International Structural Engineering and Construction Conference: Modern Methods and Advances in Structural Engineering and Construction, ISEC 2011 ; Conference date: 21-06-2011 Through 26-06-2011",

year = "2011",

doi = "10.3850/978-981-08-7920-4-S2-S11-cd",

language = "English",

series = "ISEC 2011 - 6th International Structural Engineering and Construction Conference: Modern Methods and Advances in Structural Engineering and Construction",

publisher = "Research Publishing Services",

pages = "821--826",

editor = "Siamak Yazdani and Cheung, \{Sai On\} and Amarjit Singh and Nader Ghafoori",

booktitle = "ISEC 2011 - 6th International Structural Engineering and Construction Conference",

}

Lin, X & Zhang, YX 2011, Numerical modelling of FRP-reinforced concrete beams at elevated temperatures. in S Yazdani, SO Cheung, A Singh & N Ghafoori (eds), ISEC 2011 - 6th International Structural Engineering and Construction Conference: Modern Methods and Advances in Structural Engineering and Construction. ISEC 2011 - 6th International Structural Engineering and Construction Conference: Modern Methods and Advances in Structural Engineering and Construction, Research Publishing Services, pp. 821-826, 6th International Structural Engineering and Construction Conference: Modern Methods and Advances in Structural Engineering and Construction, ISEC 2011, Zurich, Switzerland, 21/06/11. https://doi.org/10.3850/978-981-08-7920-4-S2-S11-cd

Numerical modelling of FRP-reinforced concrete beams at elevated temperatures. / Lin, Xiaoshan; Zhang, Y. X.
ISEC 2011 - 6th International Structural Engineering and Construction Conference: Modern Methods and Advances in Structural Engineering and Construction. ed. / Siamak Yazdani; Sai On Cheung; Amarjit Singh; Nader Ghafoori. Research Publishing Services, 2011. p. 821-826 (ISEC 2011 - 6th International Structural Engineering and Construction Conference: Modern Methods and Advances in Structural Engineering and Construction).

Research output: Chapter in Book / Conference Paper › Conference Paper › peer-review

TY - GEN

T1 - Numerical modelling of FRP-reinforced concrete beams at elevated temperatures

AU - Lin, Xiaoshan

AU - Zhang, Y. X.

PY - 2011

Y1 - 2011

N2 - A one-dimensional two-node layered composite beam element developed for nonlinear finite element analysis of FRP-reinforced concrete beams is extended in this paper for nonlinear analysis of structural performance of the FRP-reinforced concrete beams at elevated temperatures. Both geometric nonlinearity and properties of the FRPs and the concrete are included in the element for accurate modeling of the structural behavior of FRP-reinforced concrete beams at elevated temperatures. The nonlinear structural behavior of composite FRP-reinforced concrete beams under external combined mechanical loading and thermal loading is investigated using the proposed element.

AB - A one-dimensional two-node layered composite beam element developed for nonlinear finite element analysis of FRP-reinforced concrete beams is extended in this paper for nonlinear analysis of structural performance of the FRP-reinforced concrete beams at elevated temperatures. Both geometric nonlinearity and properties of the FRPs and the concrete are included in the element for accurate modeling of the structural behavior of FRP-reinforced concrete beams at elevated temperatures. The nonlinear structural behavior of composite FRP-reinforced concrete beams under external combined mechanical loading and thermal loading is investigated using the proposed element.

KW - Composite beam element

KW - Elevated temperatures

KW - FRP-reinforced concrete beams

KW - Geometric nonlinearity

KW - Temperature-dependent material

UR - https://www.scopus.com/pages/publications/84923199853

U2 - 10.3850/978-981-08-7920-4-S2-S11-cd

DO - 10.3850/978-981-08-7920-4-S2-S11-cd

M3 - Conference Paper

AN - SCOPUS:84923199853

T3 - ISEC 2011 - 6th International Structural Engineering and Construction Conference: Modern Methods and Advances in Structural Engineering and Construction

SP - 821

EP - 826

BT - ISEC 2011 - 6th International Structural Engineering and Construction Conference

A2 - Yazdani, Siamak

A2 - Cheung, Sai On

A2 - Singh, Amarjit

A2 - Ghafoori, Nader

PB - Research Publishing Services

T2 - 6th International Structural Engineering and Construction Conference: Modern Methods and Advances in Structural Engineering and Construction, ISEC 2011

Y2 - 21 June 2011 through 26 June 2011

ER -

Lin X, Zhang YX. Numerical modelling of FRP-reinforced concrete beams at elevated temperatures. In Yazdani S, Cheung SO, Singh A, Ghafoori N, editors, ISEC 2011 - 6th International Structural Engineering and Construction Conference: Modern Methods and Advances in Structural Engineering and Construction. Research Publishing Services. 2011. p. 821-826. (ISEC 2011 - 6th International Structural Engineering and Construction Conference: Modern Methods and Advances in Structural Engineering and Construction). doi: 10.3850/978-981-08-7920-4-S2-S11-cd

Numerical modelling of FRP-reinforced concrete beams at elevated temperatures

Abstract

Publication series

Conference

Bibliographical note

Keywords

Access to Document

Other files and links

Fingerprint

Cite this