Durability study on interlaminar shear behaviour of basalt-, glass- and carbon-fibre reinforced polymer (B/G/CFRP) bars in seawater sea sand concrete environment

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

doi:10.1016/j.conbuildmat.2017.09.045

Durability study on interlaminar shear behaviour of basalt-, glass- and carbon-fibre reinforced polymer (B/G/CFRP) bars in seawater sea sand concrete environment

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

^*Corresponding author for this work

School of Civil Engineering, Harbin Institute of Technology
Monash University
Southeast University, Nanjing

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

306 Scopus citations

Abstract

Interlaminar shear behaviour has been investigated for basalt-, glass- and carbon fibre reinforced polymer (BFRP/GFRP/GFRP) bars in seawater and sea sand concrete (SWSSC), using an accelerated test. The investigation includes the influence of different short beam shear test methods and the effect of test span-to-diameter ratios on interlaminar shear strength. The degradation mechanism of FRP bars in SWSSC solutions has been characterised using moisture absorption and desorption tests, scanning electron microscopy (SEM) and Fourier transform infrared (FTIR) spectroscopy. The long-term shear behaviour of BFRP/GFRP/CFRP bars in SWSSC environment has been predicted using Arrhenius theory.

Original language	English
Pages (from-to)	985-1004
Number of pages	20
Journal	Construction and Building Materials
Volume	156
DOIs	https://doi.org/10.1016/j.conbuildmat.2017.09.045
State	Published - 15 Dec 2017
Externally published	Yes

Keywords

BFRP
CFRP
GFRP
Long-term performance
Seawater and sea sand concrete (SWSSC)
Short beam shear test

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10.1016/j.conbuildmat.2017.09.045

Cite this

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title = "Durability study on interlaminar shear behaviour of basalt-, glass- and carbon-fibre reinforced polymer (B/G/CFRP) bars in seawater sea sand concrete environment",

abstract = "Interlaminar shear behaviour has been investigated for basalt-, glass- and carbon fibre reinforced polymer (BFRP/GFRP/GFRP) bars in seawater and sea sand concrete (SWSSC), using an accelerated test. The investigation includes the influence of different short beam shear test methods and the effect of test span-to-diameter ratios on interlaminar shear strength. The degradation mechanism of FRP bars in SWSSC solutions has been characterised using moisture absorption and desorption tests, scanning electron microscopy (SEM) and Fourier transform infrared (FTIR) spectroscopy. The long-term shear behaviour of BFRP/GFRP/CFRP bars in SWSSC environment has been predicted using Arrhenius theory.",

keywords = "BFRP, CFRP, GFRP, Long-term performance, Seawater and sea sand concrete (SWSSC), Short beam shear test",

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

note = "Publisher Copyright: {\textcopyright} 2017 Elsevier Ltd",

year = "2017",

month = dec,

day = "15",

doi = "10.1016/j.conbuildmat.2017.09.045",

language = "英语",

volume = "156",

pages = "985--1004",

journal = "Construction and Building Materials",

issn = "0950-0618",

publisher = "Elsevier Ltd",

}

TY - JOUR

T1 - Durability study on interlaminar shear behaviour of basalt-, glass- and carbon-fibre reinforced polymer (B/G/CFRP) bars in seawater sea sand concrete environment

AU - Wang, Zike

AU - Zhao, Xiao Ling

AU - Xian, Guijun

AU - Wu, Gang

AU - Singh Raman, R. K.

AU - Al-Saadi, Saad

PY - 2017/12/15

Y1 - 2017/12/15

N2 - Interlaminar shear behaviour has been investigated for basalt-, glass- and carbon fibre reinforced polymer (BFRP/GFRP/GFRP) bars in seawater and sea sand concrete (SWSSC), using an accelerated test. The investigation includes the influence of different short beam shear test methods and the effect of test span-to-diameter ratios on interlaminar shear strength. The degradation mechanism of FRP bars in SWSSC solutions has been characterised using moisture absorption and desorption tests, scanning electron microscopy (SEM) and Fourier transform infrared (FTIR) spectroscopy. The long-term shear behaviour of BFRP/GFRP/CFRP bars in SWSSC environment has been predicted using Arrhenius theory.

AB - Interlaminar shear behaviour has been investigated for basalt-, glass- and carbon fibre reinforced polymer (BFRP/GFRP/GFRP) bars in seawater and sea sand concrete (SWSSC), using an accelerated test. The investigation includes the influence of different short beam shear test methods and the effect of test span-to-diameter ratios on interlaminar shear strength. The degradation mechanism of FRP bars in SWSSC solutions has been characterised using moisture absorption and desorption tests, scanning electron microscopy (SEM) and Fourier transform infrared (FTIR) spectroscopy. The long-term shear behaviour of BFRP/GFRP/CFRP bars in SWSSC environment has been predicted using Arrhenius theory.

KW - BFRP

KW - CFRP

KW - GFRP

KW - Long-term performance

KW - Seawater and sea sand concrete (SWSSC)

KW - Short beam shear test

UR - https://www.scopus.com/pages/publications/85029532891

U2 - 10.1016/j.conbuildmat.2017.09.045

DO - 10.1016/j.conbuildmat.2017.09.045

M3 - 文章

AN - SCOPUS:85029532891

SN - 0950-0618

VL - 156

SP - 985

EP - 1004

JO - Construction and Building Materials

JF - Construction and Building Materials

ER -

Durability study on interlaminar shear behaviour of basalt-, glass- and carbon-fibre reinforced polymer (B/G/CFRP) bars in seawater sea sand concrete environment

Abstract

Keywords

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