Experimental investigation for behavior of reinforced hybrid concrete corbel-column system subjected to un-symmetrical vertical loading
Joint Authors
Mahdi, Wasim Hamzah
Ali, Ammar Yasir
Source
Journal of University of Babylon for Engineering Sciences
Issue
Vol. 25, Issue 2 (30 Apr. 2017), pp.375-388, 14 p.
Publisher
Publication Date
2017-04-30
Country of Publication
Iraq
No. of Pages
14
Main Subjects
Abstract EN
In this paper, shear and flexural behavior of reinforced hybrid concrete corbel-column system was experimentally investigated.
Fourteen hybrid and homogenous concrete corbel-column systemssubjected to un-symmetrical loading were constructed and tested within two test groups (A, B).
The experimental program included several variables such as: type of hybrid concrete;high strength concrete(HSC) or steel fiber reinforced concrete(SFRC), shear span to depth ratio (a/d), area of hybridization in corbel - column system.Experimental results showed significant effects of concrete hybridization on structural shear and flexural behavior including: ultimate strength, cracking loads, cracking patterns, failure modes, and ductility.
Hybridization process ingroup (A) included casting the corbel with HSC or SFRC instated of normal strength concrete (NSC).
In shear behavior corbels (a/d= 0.37), this process led to increase the shear capacity of corbel by (26%, 38%) and shear cracking loads by (20%, 120%) respectively.
Furthermore, in flexural behavior corbels (a/d= 0.74) shear capacity increased by (19%, 42%), flexural cracking loads increased by (29%, 143%) for HSC and SFRC corbels respectively.
In group (B) hybridization process included increasing the hybrid area of corbel-column system in group (A) to represent a distributed region (D-region) or decreasing it to represent hybrid corbel.
In both cases shear capacity of corbel increased with a range of (10 to 41) % for specimens hybridized monolithically with HSC, while it increased with a range of (19 to 44) % for specimens hybridized monolithically with SFRC; compared with homogenous NSC specimens having same (a/d) ratio.
American Psychological Association (APA)
Ali, Ammar Yasir& Mahdi, Wasim Hamzah. 2017. Experimental investigation for behavior of reinforced hybrid concrete corbel-column system subjected to un-symmetrical vertical loading. Journal of University of Babylon for Engineering Sciences،Vol. 25, no. 2, pp.375-388.
https://search.emarefa.net/detail/BIM-923402
Modern Language Association (MLA)
Ali, Ammar Yasir& Mahdi, Wasim Hamzah. Experimental investigation for behavior of reinforced hybrid concrete corbel-column system subjected to un-symmetrical vertical loading. Journal of University of Babylon for Engineering Sciences Vol. 25, no. 2 (2017), pp.375-388.
https://search.emarefa.net/detail/BIM-923402
American Medical Association (AMA)
Ali, Ammar Yasir& Mahdi, Wasim Hamzah. Experimental investigation for behavior of reinforced hybrid concrete corbel-column system subjected to un-symmetrical vertical loading. Journal of University of Babylon for Engineering Sciences. 2017. Vol. 25, no. 2, pp.375-388.
https://search.emarefa.net/detail/BIM-923402
Data Type
Journal Articles
Language
English
Notes
Includes bibliographical references : p. 388
Record ID
BIM-923402