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

Civil Engineering

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