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Axially loaded steel columns strengthened with CFRP
Joint Authors
Naganathan, Sivakumar
Kalavagunta, Sreedhar
Bin Mustafa, Kamal Nasir al-Din
Source
Jordan Journal of Civil Engineering
Issue
Vol. 8, Issue 1 (31 Mar. 2014), pp.58-69, 12 p.
Publisher
Jordan University of Science and Technology Deanship of Research
Publication Date
2014-03-31
Country of Publication
Jordan
No. of Pages
12
Main Subjects
Topics
Abstract EN
During the recent decades, Carbon Fiber-Reinforced Polymer (CFRP) composite materials have proven valuable properties and suitability to be used in the construction of new buildings and in upgrading the existing ones.
The objective of this paper is to review the previous work in this area and compare it with the current experimental results to show the design equations for CFRP strengthened steel structural elements.
Research findings have shown that CFRP sheets and strips are not only effective in restoring the lost capacity of a damaged steel section, but are also quite effective in strengthening of steel sections to resist higher loads, extend their fatigue life and reduce crack propagation.
American Psychological Association (APA)
Kalavagunta, Sreedhar& Naganathan, Sivakumar& Bin Mustafa, Kamal Nasir al-Din. 2014. Axially loaded steel columns strengthened with CFRP. Jordan Journal of Civil Engineering،Vol. 8, no. 1, pp.58-69.
https://search.emarefa.net/detail/BIM-350046
Modern Language Association (MLA)
Bin Mustafa, Kamal Nasir al-Din…[et al.]. Axially loaded steel columns strengthened with CFRP. Jordan Journal of Civil Engineering Vol. 8, no. 1 (2014), pp.58-69.
https://search.emarefa.net/detail/BIM-350046
American Medical Association (AMA)
Kalavagunta, Sreedhar& Naganathan, Sivakumar& Bin Mustafa, Kamal Nasir al-Din. Axially loaded steel columns strengthened with CFRP. Jordan Journal of Civil Engineering. 2014. Vol. 8, no. 1, pp.58-69.
https://search.emarefa.net/detail/BIM-350046
Data Type
Journal Articles
Language
English
Notes
Includes bibliographical references : p. 66-69
Record ID
BIM-350046