Parametric study of rectangular reinforced concrete columns confined by carbon fiber reinforced polymer under axial load
Joint Authors
Mahdi, Haydar A.
Talib, Basim M.
Source
Journal of Engineering and Sustainable Development
Issue
Vol. 25, Issue (s) (31 Dec. 2021), pp.22-30, 9 p.
Publisher
al-Mustansyriah University College of Engineering
Publication Date
2021-12-31
Country of Publication
Iraq
No. of Pages
9
Main Subjects
Topics
Abstract EN
This paper studies the effects of the behavior of normal strength rectangular concrete (NSC) columns confined by carbon fiber-reinforced polymer (CFRP) sheets.
Six reinforced concrete columns with dimensions (100mmx100mmx900mm) have been cast and tested.
These specimens were subjected to pure axial compressive loading up to failure.
Included in the study is the influence of three parameters.
Those parameters are the CFRP distribution (5 strips and full wrapping), column slenderness ratio (40, 30), and steel reinforcement ratio (ρ = 0.0113, 0.0314, 0.0678).
Those results show a high enhancement in the columns' load capacity for the first cracking load and the ultimate load for all of the This paper studies the effects of the behavior of normal strength rectangular concrete (NSC) columns confined by carbon fiber-reinforced polymer (CFRP) sheets.
Six reinforced concrete columns with dimensions (100mmx100mmx900mm) have been cast and tested.
These specimens were subjected to pure axial compressive loading up to failure.
Included in the study is the influence of three parameters.
Those parameters are the CFRP distribution (5 strips and full wrapping), column slenderness ratio (40, 30), and steel reinforcement ratio (ρ = 0.0113, 0.0314, 0.0678).
Those results show a high enhancement in the columns' load capacity for the first cracking load and the ultimate load for all of the columns.
American Psychological Association (APA)
Talib, Basim M.& Mahdi, Haydar A.. 2021. Parametric study of rectangular reinforced concrete columns confined by carbon fiber reinforced polymer under axial load. Journal of Engineering and Sustainable Development،Vol. 25, no. (s), pp.22-30.
https://search.emarefa.net/detail/BIM-1273145
Modern Language Association (MLA)
Talib, Basim M.& Mahdi, Haydar A.. Parametric study of rectangular reinforced concrete columns confined by carbon fiber reinforced polymer under axial load. Journal of Engineering and Sustainable Development Vol. 25, Special issue (2021), pp.22-30.
https://search.emarefa.net/detail/BIM-1273145
American Medical Association (AMA)
Talib, Basim M.& Mahdi, Haydar A.. Parametric study of rectangular reinforced concrete columns confined by carbon fiber reinforced polymer under axial load. Journal of Engineering and Sustainable Development. 2021. Vol. 25, no. (s), pp.22-30.
https://search.emarefa.net/detail/BIM-1273145
Data Type
Journal Articles
Language
English
Notes
-
Record ID
BIM-1273145