Experimental study on cracking behavior of concrete beams reinforced with GFRP/steel wire composite rebar

Qing Duo Hao; Chuan Wang; Bo Wang; Jin Ping Ou

Experimental study on cracking behavior of concrete beams reinforced with GFRP/steel wire composite rebar

Qing Duo Hao^*
, Chuan Wang
, Bo Wang
, Jin Ping Ou

^*Corresponding author for this work

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

Research output: Contribution to journal › Article › peer-review

2 Scopus citations

Abstract

To study the cracking behavior of concrete beams reinforced with GFRP/steel wire composite rebar, five simply-supported beams were tested under three-point static load. The test variables were beam section size and concrete cover depth. Based on analysis on the test results, the calculation methods of cracking capacity and maximum crack width were proposed, and the limit value of crack width was suggested.

Original language	English
Pages (from-to)	7-10
Number of pages	4
Journal	Harbin Gongye Daxue Xuebao/Journal of Harbin Institute of Technology
Volume	44
Issue number	2
State	Published - Feb 2012
Externally published	Yes

Keywords

Concrete beam
Cracking behavior
Experimental study
GFRP/steel wire composite rebar

Cite this

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title = "Experimental study on cracking behavior of concrete beams reinforced with GFRP/steel wire composite rebar",

abstract = "To study the cracking behavior of concrete beams reinforced with GFRP/steel wire composite rebar, five simply-supported beams were tested under three-point static load. The test variables were beam section size and concrete cover depth. Based on analysis on the test results, the calculation methods of cracking capacity and maximum crack width were proposed, and the limit value of crack width was suggested.",

keywords = "Concrete beam, Cracking behavior, Experimental study, GFRP/steel wire composite rebar",

author = "Hao, \{Qing Duo\} and Chuan Wang and Bo Wang and Ou, \{Jin Ping\}",

year = "2012",

month = feb,

language = "英语",

volume = "44",

pages = "7--10",

journal = "Harbin Gongye Daxue Xuebao/Journal of Harbin Institute of Technology",

issn = "0367-6234",

publisher = "Harbin Institute of Technology",

number = "2",

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TY - JOUR

T1 - Experimental study on cracking behavior of concrete beams reinforced with GFRP/steel wire composite rebar

AU - Hao, Qing Duo

AU - Wang, Chuan

AU - Wang, Bo

AU - Ou, Jin Ping

PY - 2012/2

Y1 - 2012/2

N2 - To study the cracking behavior of concrete beams reinforced with GFRP/steel wire composite rebar, five simply-supported beams were tested under three-point static load. The test variables were beam section size and concrete cover depth. Based on analysis on the test results, the calculation methods of cracking capacity and maximum crack width were proposed, and the limit value of crack width was suggested.

AB - To study the cracking behavior of concrete beams reinforced with GFRP/steel wire composite rebar, five simply-supported beams were tested under three-point static load. The test variables were beam section size and concrete cover depth. Based on analysis on the test results, the calculation methods of cracking capacity and maximum crack width were proposed, and the limit value of crack width was suggested.

KW - Concrete beam

KW - Cracking behavior

KW - Experimental study

KW - GFRP/steel wire composite rebar

UR - https://www.scopus.com/pages/publications/84859383952

M3 - 文章

AN - SCOPUS:84859383952

SN - 0367-6234

VL - 44

SP - 7

EP - 10

JO - Harbin Gongye Daxue Xuebao/Journal of Harbin Institute of Technology

JF - Harbin Gongye Daxue Xuebao/Journal of Harbin Institute of Technology

IS - 2

ER -

Experimental study on cracking behavior of concrete beams reinforced with GFRP/steel wire composite rebar

Abstract

Keywords

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