Analysis and design of beams reinforced with steel fiber and composite plates
Joint Authors
Agha, Iyad Zaki Sabir
Rashid, Mirin Hassan Fahmi
Source
Engineering and Technology Journal
Issue
Vol. 38, Issue 2A (29 Feb. 2020), pp.113-125, 13 p.
Publisher
Publication Date
2020-02-29
Country of Publication
Iraq
No. of Pages
13
Main Subjects
Abstract EN
The addition of epoxy bending plate to the tension and compression faces or web is an effective technique for flexural or shear strengthening of reinforced concrete beams, also using of steel fibers with concrete improves the structural behavior and increases the moment capacity and shear resistance of the beams.
General equations are derived for predicting the bending moment capacity, maximum and balancing reinforcement ratio the equivalent depth of the compression zone for singly and doubly reinforced rectangular sections and T-beams.
The results indicate that bending moment capacity increased in beams with steel fibers and composite plates, while the maximum balancing reinforcement ratios are decreased.
American Psychological Association (APA)
Rashid, Mirin Hassan Fahmi& Agha, Iyad Zaki Sabir. 2020. Analysis and design of beams reinforced with steel fiber and composite plates. Engineering and Technology Journal،Vol. 38, no. 2A, pp.113-125.
https://search.emarefa.net/detail/BIM-948737
Modern Language Association (MLA)
Rashid, Mirin Hassan Fahmi& Agha, Iyad Zaki Sabir. Analysis and design of beams reinforced with steel fiber and composite plates. Engineering and Technology Journal Vol. 38, no. 2A (2020), pp.113-125.
https://search.emarefa.net/detail/BIM-948737
American Medical Association (AMA)
Rashid, Mirin Hassan Fahmi& Agha, Iyad Zaki Sabir. Analysis and design of beams reinforced with steel fiber and composite plates. Engineering and Technology Journal. 2020. Vol. 38, no. 2A, pp.113-125.
https://search.emarefa.net/detail/BIM-948737
Data Type
Journal Articles
Language
English
Notes
Includes bibliographical references : p. 124-125
Record ID
BIM-948737