Development length of glass fiber reinforced plastic (GFRP)/steel wire composite rebar

Qingduo Hao; Yanlei Wang; Jinping Ou

doi:10.1007/978-3-642-17487-2_62

Development length of glass fiber reinforced plastic (GFRP)/steel wire composite rebar

Qingduo Hao
, Yanlei Wang
, Jinping Ou

School of Civil Engineering, Harbin Institute of Technology
Dalian University of Technology

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution › peer-review

Abstract

The bond between glass fiber reinforced plastic (GFRP)/steel wire composite rebars and concrete is the key problem to the performance of concrete structures reinforced with GFRP/steel wire composite rebars. In this study, pull-out test was tested to experimentally investigate the bond strength of GFRP/steel wire composite rebars to concrete. The test variables were the nominal diameter, the embedded length, the concrete compressive strength, the concrete cover thickness and the concrete cast depth. Based on the two modification factors of 1.2 and 1.6 to account for the top rebar effect and concrete cover effect, respectively, a new formula is proposed for the calculation of development length for GFRP/steel wire composite rebars.

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 Berlin Heidelberg
Pages	292-295
Number of pages	4
ISBN (Print)	9783642174865
DOIs	https://doi.org/10.1007/978-3-642-17487-2_62
State	Published - 2011
Externally published	Yes
Event	5th International Conference on FRP Composites in Civil Engineering, CICE 2010 - Beijing, China Duration: 27 Sep 2010 → 29 Sep 2010

Publication series

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

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10.1007/978-3-642-17487-2_62

Cite this

Hao, Q., Wang, Y., & Ou, J. (2011). Development length of glass fiber reinforced plastic (GFRP)/steel wire composite rebar. In Advances in FRP Composites in Civil Engineering - Proceedings of the 5th International Conference on FRP Composites in Civil Engineering, CICE 2010 (pp. 292-295). (Advances in FRP Composites in Civil Engineering - Proceedings of the 5th International Conference on FRP Composites in Civil Engineering, CICE 2010). Springer Berlin Heidelberg. https://doi.org/10.1007/978-3-642-17487-2_62

Hao, Qingduo ; Wang, Yanlei ; Ou, Jinping. / Development length of glass fiber reinforced plastic (GFRP)/steel wire composite rebar. Advances in FRP Composites in Civil Engineering - Proceedings of the 5th International Conference on FRP Composites in Civil Engineering, CICE 2010. Springer Berlin Heidelberg, 2011. pp. 292-295 (Advances in FRP Composites in Civil Engineering - Proceedings of the 5th International Conference on FRP Composites in Civil Engineering, CICE 2010).

@inproceedings{95cf0e0080004b8a97d853954f3bb37a,

title = "Development length of glass fiber reinforced plastic (GFRP)/steel wire composite rebar",

abstract = "The bond between glass fiber reinforced plastic (GFRP)/steel wire composite rebars and concrete is the key problem to the performance of concrete structures reinforced with GFRP/steel wire composite rebars. In this study, pull-out test was tested to experimentally investigate the bond strength of GFRP/steel wire composite rebars to concrete. The test variables were the nominal diameter, the embedded length, the concrete compressive strength, the concrete cover thickness and the concrete cast depth. Based on the two modification factors of 1.2 and 1.6 to account for the top rebar effect and concrete cover effect, respectively, a new formula is proposed for the calculation of development length for GFRP/steel wire composite rebars.",

author = "Qingduo Hao and Yanlei Wang and Jinping Ou",

year = "2011",

doi = "10.1007/978-3-642-17487-2\_62",

language = "英语",

isbn = "9783642174865",

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

publisher = "Springer Berlin Heidelberg",

pages = "292--295",

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

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

}

Hao, Q, Wang, Y & Ou, J 2011, Development length of glass fiber reinforced plastic (GFRP)/steel wire composite rebar. in Advances in FRP Composites in Civil Engineering - Proceedings of the 5th International Conference on FRP Composites in Civil Engineering, CICE 2010. Advances in FRP Composites in Civil Engineering - Proceedings of the 5th International Conference on FRP Composites in Civil Engineering, CICE 2010, Springer Berlin Heidelberg, pp. 292-295, 5th International Conference on FRP Composites in Civil Engineering, CICE 2010, Beijing, China, 27/09/10. https://doi.org/10.1007/978-3-642-17487-2_62

Development length of glass fiber reinforced plastic (GFRP)/steel wire composite rebar. / Hao, Qingduo; Wang, Yanlei; Ou, Jinping.
Advances in FRP Composites in Civil Engineering - Proceedings of the 5th International Conference on FRP Composites in Civil Engineering, CICE 2010. Springer Berlin Heidelberg, 2011. p. 292-295 (Advances in FRP Composites in Civil Engineering - Proceedings of the 5th International Conference on FRP Composites in Civil Engineering, CICE 2010).

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution › peer-review

TY - GEN

T1 - Development length of glass fiber reinforced plastic (GFRP)/steel wire composite rebar

AU - Hao, Qingduo

AU - Wang, Yanlei

AU - Ou, Jinping

PY - 2011

Y1 - 2011

N2 - The bond between glass fiber reinforced plastic (GFRP)/steel wire composite rebars and concrete is the key problem to the performance of concrete structures reinforced with GFRP/steel wire composite rebars. In this study, pull-out test was tested to experimentally investigate the bond strength of GFRP/steel wire composite rebars to concrete. The test variables were the nominal diameter, the embedded length, the concrete compressive strength, the concrete cover thickness and the concrete cast depth. Based on the two modification factors of 1.2 and 1.6 to account for the top rebar effect and concrete cover effect, respectively, a new formula is proposed for the calculation of development length for GFRP/steel wire composite rebars.

AB - The bond between glass fiber reinforced plastic (GFRP)/steel wire composite rebars and concrete is the key problem to the performance of concrete structures reinforced with GFRP/steel wire composite rebars. In this study, pull-out test was tested to experimentally investigate the bond strength of GFRP/steel wire composite rebars to concrete. The test variables were the nominal diameter, the embedded length, the concrete compressive strength, the concrete cover thickness and the concrete cast depth. Based on the two modification factors of 1.2 and 1.6 to account for the top rebar effect and concrete cover effect, respectively, a new formula is proposed for the calculation of development length for GFRP/steel wire composite rebars.

UR - https://www.scopus.com/pages/publications/84896485762

U2 - 10.1007/978-3-642-17487-2_62

DO - 10.1007/978-3-642-17487-2_62

M3 - 会议稿件

AN - SCOPUS:84896485762

SN - 9783642174865

T3 - Advances in FRP Composites in Civil Engineering - Proceedings of the 5th International Conference on FRP Composites in Civil Engineering, CICE 2010

SP - 292

EP - 295

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

PB - Springer Berlin Heidelberg

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

Y2 - 27 September 2010 through 29 September 2010

ER -

Hao Q, Wang Y, Ou J. Development length of glass fiber reinforced plastic (GFRP)/steel wire composite rebar. In Advances in FRP Composites in Civil Engineering - Proceedings of the 5th International Conference on FRP Composites in Civil Engineering, CICE 2010. Springer Berlin Heidelberg. 2011. p. 292-295. (Advances in FRP Composites in Civil Engineering - Proceedings of the 5th International Conference on FRP Composites in Civil Engineering, CICE 2010). doi: 10.1007/978-3-642-17487-2_62

Development length of glass fiber reinforced plastic (GFRP)/steel wire composite rebar

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