Capacity assessment and design of CFRP-strengthened steel channel columns

This paper presents a design method (BS5950-5) to predict the allowable load carrying capacity of cold formed steel channel section strengthened by carbon fiber reformed polymer composites applied to the web of the beam. A specimen is presented to illustrate the proposed design approach. The validit...

Full description

Saved in:
Bibliographic Details
Main Authors: Kalavagunta S., Naganathan S., Mustapha K.N.B.
Other Authors: 55695387900
Format: Article
Published: 2023
Subjects:
Tags: Add Tag
No Tags, Be the first to tag this record!
id my.uniten.dspace-30091
record_format dspace
spelling my.uniten.dspace-300912023-12-29T15:44:26Z Capacity assessment and design of CFRP-strengthened steel channel columns Kalavagunta S. Naganathan S. Mustapha K.N.B. 55695387900 30267872100 26032672000 Axial compression CFRP CFRP strengthening Cold formed steel This paper presents a design method (BS5950-5) to predict the allowable load carrying capacity of cold formed steel channel section strengthened by carbon fiber reformed polymer composites applied to the web of the beam. A specimen is presented to illustrate the proposed design approach. The validity of the proposed design method has been verified by comparing with the experimental test results. A series of compression tests were conducted on plain and CFRP strengthened steel sections of different geometries. This paper also contains the consequences obtained by comparing the strengths of plain and CFRP strengthened steel columns using compression test. The findings showed that the strength of CFRP strengthened steel columns were up to 10% greater than plain cold form steel sections. Final 2023-12-29T07:44:26Z 2023-12-29T07:44:26Z 2013 Article 2-s2.0-84877686112 https://www.scopus.com/inward/record.uri?eid=2-s2.0-84877686112&partnerID=40&md5=4a18873b4ff597628b02a1466581a09f https://irepository.uniten.edu.my/handle/123456789/30091 6 4 4255 4261 Scopus
institution Universiti Tenaga Nasional
building UNITEN Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Tenaga Nasional
content_source UNITEN Institutional Repository
url_provider http://dspace.uniten.edu.my/
topic Axial compression
CFRP
CFRP strengthening
Cold formed steel
spellingShingle Axial compression
CFRP
CFRP strengthening
Cold formed steel
Kalavagunta S.
Naganathan S.
Mustapha K.N.B.
Capacity assessment and design of CFRP-strengthened steel channel columns
description This paper presents a design method (BS5950-5) to predict the allowable load carrying capacity of cold formed steel channel section strengthened by carbon fiber reformed polymer composites applied to the web of the beam. A specimen is presented to illustrate the proposed design approach. The validity of the proposed design method has been verified by comparing with the experimental test results. A series of compression tests were conducted on plain and CFRP strengthened steel sections of different geometries. This paper also contains the consequences obtained by comparing the strengths of plain and CFRP strengthened steel columns using compression test. The findings showed that the strength of CFRP strengthened steel columns were up to 10% greater than plain cold form steel sections.
author2 55695387900
author_facet 55695387900
Kalavagunta S.
Naganathan S.
Mustapha K.N.B.
format Article
author Kalavagunta S.
Naganathan S.
Mustapha K.N.B.
author_sort Kalavagunta S.
title Capacity assessment and design of CFRP-strengthened steel channel columns
title_short Capacity assessment and design of CFRP-strengthened steel channel columns
title_full Capacity assessment and design of CFRP-strengthened steel channel columns
title_fullStr Capacity assessment and design of CFRP-strengthened steel channel columns
title_full_unstemmed Capacity assessment and design of CFRP-strengthened steel channel columns
title_sort capacity assessment and design of cfrp-strengthened steel channel columns
publishDate 2023
_version_ 1806426362947305472
score 13.214268