Effect of sustained load and seawater and sea sand concrete environment on durability of basalt- and glass-fibre reinforced polymer (B/GFRP) bars

Zike Wang; Xiao Ling Zhao; Guijun Xian; Gang  Wu; R. K.Singh Raman; Saad Al-Saadi

doi:10.1016/j.corsci.2018.04.002

Effect of sustained load and seawater and sea sand concrete environment on durability of basalt- and glass-fibre reinforced polymer (B/GFRP) bars

Zike Wang, Xiao Ling Zhao, Guijun Xian, Gang Wu, R. K.Singh Raman, Saad Al-Saadi

Research output: Journal article publication › Journal article › Academic research › peer-review

254 Citations (Scopus)

Abstract

Recently, in responding to the resource shortage and steel corrosion, the combination of seawater and sea sand concrete (SWSSC) and fibre reinforced polymer (FRP) bars was proposed to replace the traditional reinforced concrete structures in civil engineering. For FRP bars in the real service condition of concrete structure, the synergistic effect of sustained load and corrosion environment needs to be considered. This paper presents an investigation on the durability of basalt- and glass-fibre reinforced polymer bars exposed to a SWSSC environment under different sustained stress levels. Scanning electron microscopy was employed to study the degradation mechanism of FRP bars.

Original language	English
Pages (from-to)	200-218
Number of pages	19
Journal	Corrosion Science
Volume	138
DOIs	https://doi.org/10.1016/j.corsci.2018.04.002
Publication status	Published - 1 Jul 2018
Externally published	Yes

Keywords

BFRP
GFRP
Long-term performance
Seawater and sea sand concrete (SWSSC)
Sustained stress
Tensile properties

ASJC Scopus subject areas

General Chemistry
General Chemical Engineering
General Materials Science

More information

10.1016/j.corsci.2018.04.002

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title = "Effect of sustained load and seawater and sea sand concrete environment on durability of basalt- and glass-fibre reinforced polymer (B/GFRP) bars",

abstract = "Recently, in responding to the resource shortage and steel corrosion, the combination of seawater and sea sand concrete (SWSSC) and fibre reinforced polymer (FRP) bars was proposed to replace the traditional reinforced concrete structures in civil engineering. For FRP bars in the real service condition of concrete structure, the synergistic effect of sustained load and corrosion environment needs to be considered. This paper presents an investigation on the durability of basalt- and glass-fibre reinforced polymer bars exposed to a SWSSC environment under different sustained stress levels. Scanning electron microscopy was employed to study the degradation mechanism of FRP bars.",

keywords = "BFRP, GFRP, Long-term performance, Seawater and sea sand concrete (SWSSC), Sustained stress, Tensile properties",

author = "Zike Wang and Zhao, {Xiao Ling} and Guijun Xian and Gang Wu and Raman, {R. K.Singh} and Saad Al-Saadi",

note = "Funding Information: The authors wish to acknowledge the financial support provided by the Australian Research Council (ARC) through an ARC Discovery Grant ( DP160100739 ), the Key Project of Chinese Ministry of Education (Grant No: 113029A ) and the National Natural Science Foundation of China (Grant No: 51478145 ). The first author is grateful to the China Scholarship Council (CSC) for the support of his visiting to Monash University, Australia. The tests were conducted in the Civil Engineering Laboratory at Monash University with help provided by Mr. Long Goh, Mr. Saravanan Mani and Mr. Philip Warnes. We thank Mr. Dong Zhiqiang of Southeast University for his assistance to obtain BFRP bars. Publisher Copyright: {\textcopyright} 2018 Elsevier Ltd",

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TY - JOUR

T1 - Effect of sustained load and seawater and sea sand concrete environment on durability of basalt- and glass-fibre reinforced polymer (B/GFRP) bars

AU - Wang, Zike

AU - Zhao, Xiao Ling

AU - Xian, Guijun

AU - Wu, Gang

AU - Raman, R. K.Singh

AU - Al-Saadi, Saad

N1 - Funding Information: The authors wish to acknowledge the financial support provided by the Australian Research Council (ARC) through an ARC Discovery Grant ( DP160100739 ), the Key Project of Chinese Ministry of Education (Grant No: 113029A ) and the National Natural Science Foundation of China (Grant No: 51478145 ). The first author is grateful to the China Scholarship Council (CSC) for the support of his visiting to Monash University, Australia. The tests were conducted in the Civil Engineering Laboratory at Monash University with help provided by Mr. Long Goh, Mr. Saravanan Mani and Mr. Philip Warnes. We thank Mr. Dong Zhiqiang of Southeast University for his assistance to obtain BFRP bars. Publisher Copyright: © 2018 Elsevier Ltd

PY - 2018/7/1

Y1 - 2018/7/1

N2 - Recently, in responding to the resource shortage and steel corrosion, the combination of seawater and sea sand concrete (SWSSC) and fibre reinforced polymer (FRP) bars was proposed to replace the traditional reinforced concrete structures in civil engineering. For FRP bars in the real service condition of concrete structure, the synergistic effect of sustained load and corrosion environment needs to be considered. This paper presents an investigation on the durability of basalt- and glass-fibre reinforced polymer bars exposed to a SWSSC environment under different sustained stress levels. Scanning electron microscopy was employed to study the degradation mechanism of FRP bars.

AB - Recently, in responding to the resource shortage and steel corrosion, the combination of seawater and sea sand concrete (SWSSC) and fibre reinforced polymer (FRP) bars was proposed to replace the traditional reinforced concrete structures in civil engineering. For FRP bars in the real service condition of concrete structure, the synergistic effect of sustained load and corrosion environment needs to be considered. This paper presents an investigation on the durability of basalt- and glass-fibre reinforced polymer bars exposed to a SWSSC environment under different sustained stress levels. Scanning electron microscopy was employed to study the degradation mechanism of FRP bars.

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KW - GFRP

KW - Long-term performance

KW - Seawater and sea sand concrete (SWSSC)

KW - Sustained stress

KW - Tensile properties

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DO - 10.1016/j.corsci.2018.04.002

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AN - SCOPUS:85045568508

SN - 0010-938X

VL - 138

SP - 200

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JO - Corrosion Science

JF - Corrosion Science

ER -

Effect of sustained load and seawater and sea sand concrete environment on durability of basalt- and glass-fibre reinforced polymer (B/GFRP) bars

Abstract

Keywords

ASJC Scopus subject areas

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