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Flexural ductility behavior of strengthened reinforced concrete beams using steel and CFRP plates
Joint Authors
Bsisu, Khayr al-Din
Hunaiti, Yasir
Yunus, Raja
Source
Jordan Journal of Civil Engineering
Issue
Vol. 6, Issue 3 (30 Sep. 2012), pp.304-312, 9 p.
Publisher
Jordan University of Science and Technology Deanship of Research
Publication Date
2012-09-30
Country of Publication
Jordan
No. of Pages
9
Main Subjects
Topics
Abstract EN
Reinforced concrete beams are commonly retrofitted using Carbon Fiber Reinforced Plastic (CFRP) plates as the technique is both inexpensive and unobtrusive.
However, tests have shown that CFRP plates tend to debond at low strains, which can severely limit the ductility.
Structural strengthening of beams subjected to flexure can be achieved using different retrofitting materials.
The mostly used other retrofitting materials are; high strength galvanized steel plates (HSGS plates) and normal strength steel plates (NSS plates).
This paper reports the behavior of retrofitted beams with each of these three materials.
The experimental results of this study suggest that (HSGS plates)
American Psychological Association (APA)
Bsisu, Khayr al-Din& Hunaiti, Yasir& Yunus, Raja. 2012. Flexural ductility behavior of strengthened reinforced concrete beams using steel and CFRP plates. Jordan Journal of Civil Engineering،Vol. 6, no. 3, pp.304-312.
https://search.emarefa.net/detail/BIM-305359
Modern Language Association (MLA)
Bsisu, Khayr al-Din…[et al.]. Flexural ductility behavior of strengthened reinforced concrete beams using steel and CFRP plates. Jordan Journal of Civil Engineering Vol. 6, no. 3 (2012), pp.304-312.
https://search.emarefa.net/detail/BIM-305359
American Medical Association (AMA)
Bsisu, Khayr al-Din& Hunaiti, Yasir& Yunus, Raja. Flexural ductility behavior of strengthened reinforced concrete beams using steel and CFRP plates. Jordan Journal of Civil Engineering. 2012. Vol. 6, no. 3, pp.304-312.
https://search.emarefa.net/detail/BIM-305359
Data Type
Journal Articles
Language
English
Notes
Includes bibliographical references : p. 312
Record ID
BIM-305359