Flexural performance of reinforced concrete built-up beams with SIFCON
Joint Authors
al-Nawfali, Iqbal Naim Kurkis Numan
Muhammad, Ghazwan Khalaf
Sarsam, Qays Fuad
Source
Engineering and Technology Journal
Issue
Vol. 38, Issue 5A (31 May. 2020), pp.669-680, 12 p.
Publisher
Publication Date
2020-05-31
Country of Publication
Iraq
No. of Pages
12
Main Subjects
Topics
Abstract EN
The study deals with the effect of using Slurry infiltrated fiber concrete (SIFCON) with the reinforced concrete beams to explore its enhancement to the flexural capacity.
The experimental work consists of the casting of six beams, two beams were fully cast by conventional concrete (CC) and SIFCON, as references.
While the remaining was made by contributing a layer of SIFCON diverse in-depthand position, towards complete the overall depths of the built-up beam with conventional concrete CC.
Also, an investigation was done through the control specimens testing about the mechanical properties of SIFCON.
The results showed a stiffer behavior with a significant increase in load-carrying capacity when SIFCON used in tension zones.
Otherwise high ductility and energy dissipation appeared when SIFCON placed in compression zones with a slight increment in ultimate load.
The high volumetric ratio of steel fibers enabled SIFCON to magnificent tensile with the reinforced concrete beams to explore its enhancement to the flexural capacity.
The experimental work consists of the casting of six beams, two beams were fully cast by conventional concrete (CC) and SIFCON, as references.
While the remaining was made by contributing a layer of SIFCON diverse in-depthand position, towards complete the overall depths of the built-up beam with conventional concrete CC.
Also, an investigation was done through the control specimens testing about the mechanical properties of SIFCON.
The results showed a stiffer behavior with a significant increase in load-carrying capacity when SIFCON used in tension zones.
Otherwise high ductility and energy dissipation appeared when SIFCON placed in compression zones with a slight increment in ultimate load.
The high volumetric ratio of steel fibers enabled SIFCON to magnificent tensile properties
American Psychological Association (APA)
Muhammad, Ghazwan Khalaf& Sarsam, Qays Fuad& al-Nawfali, Iqbal Naim Kurkis Numan. 2020. Flexural performance of reinforced concrete built-up beams with SIFCON. Engineering and Technology Journal،Vol. 38, no. 5A, pp.669-680.
https://search.emarefa.net/detail/BIM-1236552
Modern Language Association (MLA)
Muhammad, Ghazwan Khalaf…[et al.]. Flexural performance of reinforced concrete built-up beams with SIFCON. Engineering and Technology Journal Vol. 38, no. 5A (2020), pp.669-680.
https://search.emarefa.net/detail/BIM-1236552
American Medical Association (AMA)
Muhammad, Ghazwan Khalaf& Sarsam, Qays Fuad& al-Nawfali, Iqbal Naim Kurkis Numan. Flexural performance of reinforced concrete built-up beams with SIFCON. Engineering and Technology Journal. 2020. Vol. 38, no. 5A, pp.669-680.
https://search.emarefa.net/detail/BIM-1236552
Data Type
Journal Articles
Language
English
Notes
Includes bibliographical references : p. 679-680
Record ID
BIM-1236552