Bond strength durability between FRP tubes and seawater sea sand concrete under sea water condition

Milad Bazli; Xiao Ling Zhao; R. K. Singh Raman; Yu Bai; Saad Al-Saadi

Bond strength durability between FRP tubes and seawater sea sand concrete under sea water condition

Milad Bazli, Xiao Ling Zhao, R. K. Singh Raman, Yu Bai, Saad Al-Saadi

Research output: Chapter in Book/Report/Conference proceeding › Conference Paper published in Proceedings › peer-review

3 Citations (Scopus)

33 Downloads (Pure)

Abstract

Concrete-filled FRP tubes, in which a great strength and stiffness will be provided in the case of using appropriate fibre orientations may be used as structural members, such bridge piers. Moreover, using sea water and sea sand concrete (SWSSC) is recently proposed to reduce the resource shortage of fresh water and river sand and address the environmental problems due to the over-exploitation of materials used in ordinary Portland cement (OPC)-based concrete. In the present study, the durability of the bond-slip performance between FRP tubes and SWSSC under seawater environment is studied using push-out tests. Specimens are exposed to 3 months of seawater solution. Ambient and 40 °C temperatures are used to consider the effect of conditioning temperature. Glass, basalt and carbon fibre reinforced tubes were used. The bond strength performance is obtained for reference and each conditioned specimens.

Original language	English
Title of host publication	APFIS 2019 Proceedings - 7th Asia-Pacific Conference on FRP in Structures
Editors	Scott T. Smith, Tao Yu, Dilum Fernando, Zhenyu Wang
Place of Publication	Brisbane
Publisher	APFIS Conference Series
Pages	1-5
Number of pages	5
ISBN (Electronic)	9780648752899
Publication status	Published - 1 Dec 2019
Externally published	Yes
Event	7th Asia-Pacific Conference on FRP in Structures, APFIS 2019 - Brisbane, Australia Duration: 10 Dec 2019 → 13 Dec 2019

Publication series

Name	APFIS 2019 Proceedings - 7th Asia-Pacific Conference on FRP in Structures

Conference

Conference	7th Asia-Pacific Conference on FRP in Structures, APFIS 2019
Country/Territory	Australia
City	Brisbane
Period	10/12/19 → 13/12/19

Bibliographical note

Funding Information:
This project is funded by Australian Research Council (ARC) under an ARC Discovery Grant (DP160100739).

Publisher Copyright:
© APFIS 2019. All right reserved.

Copyright:
Copyright 2020 Elsevier B.V., All rights reserved.

Access to Document

44591647-oaFinal published version, 2.14 MBLicence: CC BY

Cite this

Bazli, M., Zhao, X. L., Singh Raman, R. K., Bai, Y., & Al-Saadi, S. (2019). Bond strength durability between FRP tubes and seawater sea sand concrete under sea water condition. In S. T. Smith, T. Yu, D. Fernando, & Z. Wang (Eds.), APFIS 2019 Proceedings - 7th Asia-Pacific Conference on FRP in Structures (pp. 1-5). (APFIS 2019 Proceedings - 7th Asia-Pacific Conference on FRP in Structures). APFIS Conference Series.

Bazli, Milad ; Zhao, Xiao Ling ; Singh Raman, R. K. et al. / Bond strength durability between FRP tubes and seawater sea sand concrete under sea water condition. APFIS 2019 Proceedings - 7th Asia-Pacific Conference on FRP in Structures. editor / Scott T. Smith ; Tao Yu ; Dilum Fernando ; Zhenyu Wang. Brisbane : APFIS Conference Series, 2019. pp. 1-5 (APFIS 2019 Proceedings - 7th Asia-Pacific Conference on FRP in Structures).

@inproceedings{cf5c4a27833742118b23f41d8423af8b,

title = "Bond strength durability between FRP tubes and seawater sea sand concrete under sea water condition",

abstract = "Concrete-filled FRP tubes, in which a great strength and stiffness will be provided in the case of using appropriate fibre orientations may be used as structural members, such bridge piers. Moreover, using sea water and sea sand concrete (SWSSC) is recently proposed to reduce the resource shortage of fresh water and river sand and address the environmental problems due to the over-exploitation of materials used in ordinary Portland cement (OPC)-based concrete. In the present study, the durability of the bond-slip performance between FRP tubes and SWSSC under seawater environment is studied using push-out tests. Specimens are exposed to 3 months of seawater solution. Ambient and 40 °C temperatures are used to consider the effect of conditioning temperature. Glass, basalt and carbon fibre reinforced tubes were used. The bond strength performance is obtained for reference and each conditioned specimens.",

keywords = "Bond-slip, Filament winding, FRP tubes, Push-out, Seawater, SWSSC",

author = "Milad Bazli and Zhao, {Xiao Ling} and {Singh Raman}, {R. K.} and Yu Bai and Saad Al-Saadi",

note = "Funding Information: This project is funded by Australian Research Council (ARC) under an ARC Discovery Grant (DP160100739). Publisher Copyright: {\textcopyright} APFIS 2019. All right reserved. Copyright: Copyright 2020 Elsevier B.V., All rights reserved.; 7th Asia-Pacific Conference on FRP in Structures, APFIS 2019 ; Conference date: 10-12-2019 Through 13-12-2019",

year = "2019",

month = dec,

day = "1",

language = "English",

series = "APFIS 2019 Proceedings - 7th Asia-Pacific Conference on FRP in Structures",

publisher = "APFIS Conference Series",

pages = "1--5",

editor = "Smith, {Scott T.} and Tao Yu and Dilum Fernando and Zhenyu Wang",

booktitle = "APFIS 2019 Proceedings - 7th Asia-Pacific Conference on FRP in Structures",

}

Bazli, M, Zhao, XL, Singh Raman, RK, Bai, Y & Al-Saadi, S 2019, Bond strength durability between FRP tubes and seawater sea sand concrete under sea water condition. in ST Smith, T Yu, D Fernando & Z Wang (eds), APFIS 2019 Proceedings - 7th Asia-Pacific Conference on FRP in Structures. APFIS 2019 Proceedings - 7th Asia-Pacific Conference on FRP in Structures, APFIS Conference Series, Brisbane, pp. 1-5, 7th Asia-Pacific Conference on FRP in Structures, APFIS 2019, Brisbane, Australia, 10/12/19.

Bond strength durability between FRP tubes and seawater sea sand concrete under sea water condition. / Bazli, Milad; Zhao, Xiao Ling; Singh Raman, R. K. et al.
APFIS 2019 Proceedings - 7th Asia-Pacific Conference on FRP in Structures. ed. / Scott T. Smith; Tao Yu; Dilum Fernando; Zhenyu Wang. Brisbane: APFIS Conference Series, 2019. p. 1-5 (APFIS 2019 Proceedings - 7th Asia-Pacific Conference on FRP in Structures).

Research output: Chapter in Book/Report/Conference proceeding › Conference Paper published in Proceedings › peer-review

TY - GEN

T1 - Bond strength durability between FRP tubes and seawater sea sand concrete under sea water condition

AU - Bazli, Milad

AU - Zhao, Xiao Ling

AU - Singh Raman, R. K.

AU - Bai, Yu

AU - Al-Saadi, Saad

N1 - Funding Information: This project is funded by Australian Research Council (ARC) under an ARC Discovery Grant (DP160100739). Publisher Copyright: © APFIS 2019. All right reserved. Copyright: Copyright 2020 Elsevier B.V., All rights reserved.

PY - 2019/12/1

Y1 - 2019/12/1

N2 - Concrete-filled FRP tubes, in which a great strength and stiffness will be provided in the case of using appropriate fibre orientations may be used as structural members, such bridge piers. Moreover, using sea water and sea sand concrete (SWSSC) is recently proposed to reduce the resource shortage of fresh water and river sand and address the environmental problems due to the over-exploitation of materials used in ordinary Portland cement (OPC)-based concrete. In the present study, the durability of the bond-slip performance between FRP tubes and SWSSC under seawater environment is studied using push-out tests. Specimens are exposed to 3 months of seawater solution. Ambient and 40 °C temperatures are used to consider the effect of conditioning temperature. Glass, basalt and carbon fibre reinforced tubes were used. The bond strength performance is obtained for reference and each conditioned specimens.

AB - Concrete-filled FRP tubes, in which a great strength and stiffness will be provided in the case of using appropriate fibre orientations may be used as structural members, such bridge piers. Moreover, using sea water and sea sand concrete (SWSSC) is recently proposed to reduce the resource shortage of fresh water and river sand and address the environmental problems due to the over-exploitation of materials used in ordinary Portland cement (OPC)-based concrete. In the present study, the durability of the bond-slip performance between FRP tubes and SWSSC under seawater environment is studied using push-out tests. Specimens are exposed to 3 months of seawater solution. Ambient and 40 °C temperatures are used to consider the effect of conditioning temperature. Glass, basalt and carbon fibre reinforced tubes were used. The bond strength performance is obtained for reference and each conditioned specimens.

KW - Bond-slip

KW - Filament winding

KW - FRP tubes

KW - Push-out

KW - Seawater

KW - SWSSC

UR - http://www.scopus.com/inward/record.url?scp=85085665796&partnerID=8YFLogxK

UR - https://www.iifc.org/publications/proceedings-iifc-official-conferences/

M3 - Conference Paper published in Proceedings

AN - SCOPUS:85085665796

T3 - APFIS 2019 Proceedings - 7th Asia-Pacific Conference on FRP in Structures

SP - 1

EP - 5

BT - APFIS 2019 Proceedings - 7th Asia-Pacific Conference on FRP in Structures

A2 - Smith, Scott T.

A2 - Yu, Tao

A2 - Fernando, Dilum

A2 - Wang, Zhenyu

PB - APFIS Conference Series

CY - Brisbane

T2 - 7th Asia-Pacific Conference on FRP in Structures, APFIS 2019

Y2 - 10 December 2019 through 13 December 2019

ER -

Bazli M, Zhao XL, Singh Raman RK, Bai Y, Al-Saadi S. Bond strength durability between FRP tubes and seawater sea sand concrete under sea water condition. In Smith ST, Yu T, Fernando D, Wang Z, editors, APFIS 2019 Proceedings - 7th Asia-Pacific Conference on FRP in Structures. Brisbane: APFIS Conference Series. 2019. p. 1-5. (APFIS 2019 Proceedings - 7th Asia-Pacific Conference on FRP in Structures).

Bond strength durability between FRP tubes and seawater sea sand concrete under sea water condition

Abstract

Publication series

Conference

Bibliographical note

Access to Document

Other files and links

Fingerprint

Cite this