Please use this identifier to cite or link to this item:
https://hdl.handle.net/2440/83843
Citations | ||
Scopus | Web of Science® | Altmetric |
---|---|---|
?
|
?
|
Type: | Conference paper |
Title: | Influence of fiber type on behavior of high-strength concrete-filled FRP tubes under concentric compression |
Author: | Vincent, T. Ozbakkaloglu, T. |
Citation: | Proceedings of the 2013 International Conference on Civil Engineering, Architecture and Sustainable Infrastructure, ICCEASI 2013, 2013 / S. Zhao, Y. M. Xie, H. Liu, D. Gao (Eds.), Vol.438-439 Ch.1 pp.240-245 |
Publisher: | Trans Tech Publications |
Publisher Place: | China |
Issue Date: | 2013 |
Series/Report no.: | Applied Mechanics and Materials |
ISBN: | 9783037858820 |
ISSN: | 1660-9336 1662-7482 |
Conference Name: | International Conference on Civil Engineering, Architecture and Sustainable Infrastructure (2013 : Zhengzhou, China) |
Editor: | Zhao, S. Xie, Y.M. Liu, H. Gao, D. |
Statement of Responsibility: | Thomas Vincent and Togay Ozbakkloglu |
Abstract: | This paper presents results from an experimental study on the behavior of circular highstrength concrete (HSC)-filled fiber reinforced polymer (FRP) tubes (HSCFFTs). Concrete-filled FRP tubes (CFFTs) have received significant research attention over the last two decades and experimental investigations into the axial behavior are abundant for normal-strength concretes (NSC) confined by either carbon FRP (CFRP) or class FRP (GFRP). However, the same cannot be said for CFFTs filled with HSC or manufactured with other fiber types such as aramid or highmodulus carbon FRP (AFRP and HMCFRP), where experimental testing is very limited. To address this research gap, this study examined the compressive behavior of 24 test specimens prepared with three different fiber types (CFRP, HMCFRP and AFRP) and manufactured with HSC. The experimentally recorded stress-strain relationships are presented graphically and the influence of fiber type and other key experimental outcomes are discussed. The results indicate that fiber type has a significant influence on the axial compressive behavior of HSCFFTs. |
Keywords: | Concretefilled frp tube (CFFT) Confinement Fiber reinforced polymer (FRP) Fiber type High-strength concrete (HSC) |
Rights: | © (2013) Trans Tech Publications, Switzerland. |
DOI: | 10.4028/www.scientific.net/AMM.438-439.240 |
Published version: | http://dx.doi.org/10.4028/www.scientific.net/amm.438-439.240 |
Appears in Collections: | Aurora harvest 4 Civil and Environmental Engineering publications |
Files in This Item:
There are no files associated with this item.
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.