中文版 | English
Title

Compressive Behavior of Concrete-Filled Filament-Wound FRP Tubes with Local Tube Damage

Author
Corresponding AuthorXiang,Yu
Publication Years
2023-04-01
DOI
Source Title
ISSN
1090-0268
EISSN
1943-5614
Volume27Issue:2
Abstract
Concrete-filled fiber-reinforced polymer (FRP) tubes (CFFTs) are an emerging and attractive form of column for new constructions. Such a column consists of outer filament-wound FRP tubes that are filled with plain or steel-reinforced concrete. The fibers in the filament-wound FRP tube are predominantly in the hoop direction to confine the inner concrete, which leads to significantly enhanced strength and ductility in the confined concrete. Extensive studies have been conducted on the behavior of CFFTs that were subjected to various loading conditions, which confirmed the excellent performance of such members. As CFFTs become increasingly used in practice, there is a concern about the performance of CFFTs when the FRP tube is subjected to local damage that is caused by accidents, vandalism, or designed holes or cuts to accommodate connections with other structural components. Some studies have been carried out on the performance of CFFTs as flexural members with a locally damaged filament-wound FRP tube; however, the research on such CFFTs as columns remains limited. This paper presented the results of a comprehensive experimental program on the axial compressive behavior of CFFTs with a filament-wound FRP tube that was subjected to local tube damage. Two types of damage (i.e., holes and cuts) with different parameters were investigated. The test results showed that the compressive strength [i.e., peak stress (f cc ′)] and the corresponding axial strain (cc) of the damaged CFFTs were significantly reduced due to the local tube damage (e.g., f cc ′ reduced from 12.2% to 64.8% and the corresponding cc reduced from 35.2% to 77.2%). Finally, an existing model for FRP-confined concrete that considered the local FRP damage was evaluated which suggested the need for the recalibration of the model or the development of a new model for CFFTs with a locally damaged filament-wound FRP tube.
Keywords
URL[Source Record]
Indexed By
Language
English
SUSTech Authorship
First
Funding Project
National Natural Science Foundation of China[52008361] ; Hong Kong Research Grants Council[T22-502/18-R]
WOS Research Area
Engineering ; Mechanics ; Materials Science
WOS Subject
Engineering, Civil ; Mechanics ; Materials Science, Composites
WOS Accession No
WOS:000935155900016
Publisher
ESI Research Field
MATERIALS SCIENCE
Scopus EID
2-s2.0-85146951865
Data Source
Scopus
Citation statistics
Cited Times [WOS]:0
Document TypeJournal Article
Identifierhttp://kc.sustech.edu.cn/handle/2SGJ60CL/442594
DepartmentDepartment of Ocean Science and Engineering
Affiliation
1.Dept. of Ocean Science and Engineering,Southern Univ. of Science and Technology,Shenzhen,Guangdong,518055,China
2.Dept. of Civil and Environmental Engineering,The Hong Kong Polytechnic Univ.,Hong Kong,Hong Kong
First Author AffilicationDepartment of Ocean Science and Engineering
First Author's First AffilicationDepartment of Ocean Science and Engineering
Recommended Citation
GB/T 7714
Lin,Guan,Xiang,Yu. Compressive Behavior of Concrete-Filled Filament-Wound FRP Tubes with Local Tube Damage[J]. JOURNAL OF COMPOSITES FOR CONSTRUCTION,2023,27(2).
APA
Lin,Guan,&Xiang,Yu.(2023).Compressive Behavior of Concrete-Filled Filament-Wound FRP Tubes with Local Tube Damage.JOURNAL OF COMPOSITES FOR CONSTRUCTION,27(2).
MLA
Lin,Guan,et al."Compressive Behavior of Concrete-Filled Filament-Wound FRP Tubes with Local Tube Damage".JOURNAL OF COMPOSITES FOR CONSTRUCTION 27.2(2023).
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