Cracking behavior of sea sand RC beam bonded externally with CFRP Plate

Article


Al-Fakih, Amin, Hashim, Mohd Hisbany Mohd, Alyousef, Rayed, Mutafi, Ayad, Sabah, Saddam Hussein Abo and Tafsirojjaman, T.. 2021. "Cracking behavior of sea sand RC beam bonded externally with CFRP Plate." Structures. 33, pp. 1578-1589. https://doi.org/10.1016/j.istruc.2021.05.042
Article Title

Cracking behavior of sea sand RC beam bonded externally with CFRP Plate

ERA Journal ID211389
Article CategoryArticle
AuthorsAl-Fakih, Amin (Author), Hashim, Mohd Hisbany Mohd (Author), Alyousef, Rayed (Author), Mutafi, Ayad (Author), Sabah, Saddam Hussein Abo (Author) and Tafsirojjaman, T. (Author)
Journal TitleStructures
Journal Citation33, pp. 1578-1589
Number of Pages12
Year2021
PublisherElsevier
Place of PublicationUnited Kingdom
ISSN2352-0124
Digital Object Identifier (DOI)https://doi.org/10.1016/j.istruc.2021.05.042
Web Address (URL)https://www.sciencedirect.com/science/article/pii/S2352012421004458
Abstract

CFRP is an alternative technique for cracking control of high-chloride reinforced concrete (RC) beams. This research, therefore, investigates the strength performance and failure mode and cracking behaviour of RC beams incorporated with sea sand bonded externally with the carbon fibre reinforced polymer (CFRP) plate. Sea sand is used as a 100% replacement of fine aggregate. Three batches of RC beams were carried out in this research, including the control beam (no sea sand neither CFRP), RC beam with normal sand bonded with CFRP plate, and RC beam with sea sand and bonded with CFRP. A four-point bending test was performed under static loading for the specimens. Finite element simulation was modelled for further comparison. The experimental findings showed that the flexural capacity of the sea sand RC beam bonded externally with CFRP plate is 5.50% greater than the flexural strength of the beam without CFRP (control beam). Besides, results demonstrated that RC beams bonded externally with CFRP were failed by plate end debonding (PED) while the control RC beam without bonding was failed at the mid-span by concrete crushing. However, the bonded RC beams were stiffer, which could lead to lower crack spacing. Finite element simulation showed very acceptable results compared to the experimental results.

Keywordscracking patterns; sea sand concrete; flexural strength; CFRP; finite element simulation
ANZSRC Field of Research 2020400510. Structural engineering
400505. Construction materials
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Byline AffiliationsPETRONAS University of Technology, Malaysia
MARA University of Technology, Malaysia
Prince Sattam Bin Abdulaziz University, Saudi Arabia
University of Putra Malaysia, Malaysia
Tun Hussein Onn University, Malaysia
Centre for Future Materials
Institution of OriginUniversity of Southern Queensland
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