Compressive Strength Testing of Hybrid Concrete-Filled Fiber-Reinforced Plastic Tubes Confined by Filament Winding
- Authors
- Kang, In-Kyu; Kim, Sun-Hee
- Issue Date
- Apr-2021
- Publisher
- MDPI
- Keywords
- Compressive strength; FEA; FRP; Hybrid-CFFT; Mechanical properties
- Citation
- APPLIED SCIENCES-BASEL, v.11, no.7
- Journal Title
- APPLIED SCIENCES-BASEL
- Volume
- 11
- Number
- 7
- URI
- https://scholarworks.bwise.kr/gachon/handle/2020.sw.gachon/80872
- DOI
- 10.3390/app11072900
- ISSN
- 2076-3417
- Abstract
- In this study, an experiment on compressive strength of the hybrid concrete-filled fiber-reinforced polymer (FRP) tube (CFFT) confined by filament winding was conducted to improve the longitudinal strength while considering the thickness of filament winding as a variable. A maximum error of 17% was observed when the results of performing the finite element analysis (FEA) by applying the mechanical properties of the fiber-reinforced polymer (FRP) materials suggested in previous studies were compared to those of the compressive strength experiment on the hybrid-CFFT. Moreover, a maximum error of 15% was exhibited when the results derived from the strength equation proposed by analyzing the compressive strength experiment were compared. Furthermore, the compressive strength of the hybrid-CFFT increased by up to 14% when the longitudinal compressive strength of the pre-tensioned spun high strength concrete (PHC) pile and concrete-filled tube (CFT) were compared. © 2021 by the authors. Licensee MDPI, Basel, Switzerland.
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