Numerical simulation of FRP-jacketed RC columns subjected to cyclic loading

Jinguang Teng; J. Y. Lu; Q. G. Xiao

Numerical simulation of FRP-jacketed RC columns subjected to cyclic loading

Jinguang Teng
, J. Y. Lu
, Q. G. Xiao

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 study that forms part of an ongoing project on the seismic retrofit of reinforced concrete (RC) structures with fibre-reinforced polymer (FRP). In this study, a stress-strain model for FRP-confined concrete subjected to cyclic loading was implemented into OpenSees to support the performance-based design of FRP jackets for the seismic retrofit of RC columns/structures. Initial results from the numerical column model for two test columns show that the predicted responses are in close agreement with the test responses.

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	820-823
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 = "Numerical simulation of FRP-jacketed RC columns subjected to cyclic loading",

abstract = "This paper presents a study that forms part of an ongoing project on the seismic retrofit of reinforced concrete (RC) structures with fibre-reinforced polymer (FRP). In this study, a stress-strain model for FRP-confined concrete subjected to cyclic loading was implemented into OpenSees to support the performance-based design of FRP jackets for the seismic retrofit of RC columns/structures. Initial results from the numerical column model for two test columns show that the predicted responses are in close agreement with the test responses.",

author = "Jinguang Teng and Lu, \{J. Y.\} and Xiao, \{Q. G.\}",

year = "2011",

month = jan,

day = "1",

language = "English",

pages = "820--823",

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",

}

Teng, J, Lu, JY & Xiao, QG 2011, Numerical simulation of FRP-jacketed RC columns subjected to cyclic loading. 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. 820-823, 5th International Conference on FRP Composites in Civil Engineering, CICE 2010, Beijing, China, 27/09/10.

Numerical simulation of FRP-jacketed RC columns subjected to cyclic loading. / Teng, Jinguang; Lu, J. Y.; Xiao, Q. G.
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. 820-823.

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

TY - GEN

T1 - Numerical simulation of FRP-jacketed RC columns subjected to cyclic loading

AU - Teng, Jinguang

AU - Lu, J. Y.

AU - Xiao, Q. G.

PY - 2011/1/1

Y1 - 2011/1/1

N2 - This paper presents a study that forms part of an ongoing project on the seismic retrofit of reinforced concrete (RC) structures with fibre-reinforced polymer (FRP). In this study, a stress-strain model for FRP-confined concrete subjected to cyclic loading was implemented into OpenSees to support the performance-based design of FRP jackets for the seismic retrofit of RC columns/structures. Initial results from the numerical column model for two test columns show that the predicted responses are in close agreement with the test responses.

AB - This paper presents a study that forms part of an ongoing project on the seismic retrofit of reinforced concrete (RC) structures with fibre-reinforced polymer (FRP). In this study, a stress-strain model for FRP-confined concrete subjected to cyclic loading was implemented into OpenSees to support the performance-based design of FRP jackets for the seismic retrofit of RC columns/structures. Initial results from the numerical column model for two test columns show that the predicted responses are in close agreement with the test responses.

UR - https://www.scopus.com/pages/publications/84896474270

M3 - Conference article published in proceeding or book

SP - 820

EP - 823

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 -

Numerical simulation of FRP-jacketed RC columns subjected to cyclic loading

Abstract

Conference

ASJC Scopus subject areas

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