Abstract
CFS members are more vulnerable to fire due to high section factor (fire-exposed area to the heated volume). Hence, an extensive review of experimental and numerical studies performed on CFS beams and columns at elevated temperatures is presented. Various types of buckling under different loading conditions and influence of different factors affecting the ultimate capacity and critical temperature of members are discussed. A comparison between different test methods and fire curves used around the world is presented. The research gaps as well as recommendations are also proposed. Conclusively, this review will provide basic data for the development of design codes.
| Original language | English |
|---|---|
| Pages (from-to) | 686-701 |
| Number of pages | 16 |
| Journal | Construction and Building Materials |
| Volume | 144 |
| DOIs | |
| Publication status | Published - Jul 30 2017 |
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Keywords
- Beams
- Buckling
- Cold-formed steel
- Columns
- Elevated temperature
- Fire curves
ASJC Scopus subject areas
- Civil and Structural Engineering
- Building and Construction
- Materials Science(all)
Cite this
Recent research on cold-formed steel beams and columns subjected to elevated temperature : A review. / Javed, Muhammad Faisal; Hafizah, Nor; Memon, Shazim Ali; Jameel, Mohammad; Aslam, Muhammad.
In: Construction and Building Materials, Vol. 144, 30.07.2017, p. 686-701.Research output: Contribution to journal › Review article
}
TY - JOUR
T1 - Recent research on cold-formed steel beams and columns subjected to elevated temperature
T2 - A review
AU - Javed, Muhammad Faisal
AU - Hafizah, Nor
AU - Memon, Shazim Ali
AU - Jameel, Mohammad
AU - Aslam, Muhammad
PY - 2017/7/30
Y1 - 2017/7/30
N2 - CFS members are more vulnerable to fire due to high section factor (fire-exposed area to the heated volume). Hence, an extensive review of experimental and numerical studies performed on CFS beams and columns at elevated temperatures is presented. Various types of buckling under different loading conditions and influence of different factors affecting the ultimate capacity and critical temperature of members are discussed. A comparison between different test methods and fire curves used around the world is presented. The research gaps as well as recommendations are also proposed. Conclusively, this review will provide basic data for the development of design codes.
AB - CFS members are more vulnerable to fire due to high section factor (fire-exposed area to the heated volume). Hence, an extensive review of experimental and numerical studies performed on CFS beams and columns at elevated temperatures is presented. Various types of buckling under different loading conditions and influence of different factors affecting the ultimate capacity and critical temperature of members are discussed. A comparison between different test methods and fire curves used around the world is presented. The research gaps as well as recommendations are also proposed. Conclusively, this review will provide basic data for the development of design codes.
KW - Beams
KW - Buckling
KW - Cold-formed steel
KW - Columns
KW - Elevated temperature
KW - Fire curves
UR - http://www.scopus.com/inward/record.url?scp=85017159958&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=85017159958&partnerID=8YFLogxK
U2 - 10.1016/j.conbuildmat.2017.03.226
DO - 10.1016/j.conbuildmat.2017.03.226
M3 - Review article
VL - 144
SP - 686
EP - 701
JO - Construction and Building Materials
JF - Construction and Building Materials
SN - 0950-0618
ER -