dc.contributor.author |
Javed, Muhammad Faisal
|
|
dc.contributor.author |
Hafizah, Nor
|
|
dc.contributor.author |
Memon, Shazim Ali
|
|
dc.contributor.author |
Jameel, Mohammad
|
|
dc.contributor.author |
Aslam, Muhammad
|
|
dc.creator |
Muhammad Faisal, Javed |
|
dc.date.accessioned |
2017-12-21T05:31:23Z |
|
dc.date.available |
2017-12-21T05:31:23Z |
|
dc.date.issued |
2017-07-30 |
|
dc.identifier |
DOI:10.1016/j.conbuildmat.2017.03.226 |
|
dc.identifier.citation |
Muhammad Faisal Javed, Nor Hafizah, Shazim Ali Memon, Mohammad Jameel, Muhammad Aslam, Recent research on cold-formed steel beams and columns subjected to elevated temperature: A review, In Construction and Building Materials, Volume 144, 2017, Pages 686-701 |
en_US |
dc.identifier.issn |
09500618 |
|
dc.identifier.uri |
https://www.sciencedirect.com/science/article/pii/S0950061817306219 |
|
dc.identifier.uri |
http://nur.nu.edu.kz/handle/123456789/2993 |
|
dc.description.abstract |
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. |
en_US |
dc.language.iso |
en |
en_US |
dc.publisher |
Construction and Building Materials |
en_US |
dc.relation.ispartof |
Construction and Building Materials |
|
dc.subject |
Cold-formed steel |
en_US |
dc.subject |
Elevated temperature |
en_US |
dc.subject |
Beams |
en_US |
dc.subject |
Columns |
en_US |
dc.subject |
Buckling |
en_US |
dc.subject |
Fire curves |
en_US |
dc.title |
Recent research on cold-formed steel beams and columns subjected to elevated temperature: A review |
en_US |
dc.type |
Article |
en_US |
dc.rights.license |
© 2017 Elsevier Ltd. All rights reserved. |
|
elsevier.identifier.doi |
10.1016/j.conbuildmat.2017.03.226 |
|
elsevier.identifier.eid |
1-s2.0-S0950061817306219 |
|
elsevier.identifier.pii |
S0950-0618(17)30621-9 |
|
elsevier.identifier.scopusid |
85017159958 |
|
elsevier.volume |
144 |
|
elsevier.coverdate |
2017-07-30 |
|
elsevier.coverdisplaydate |
30 July 2017 |
|
elsevier.startingpage |
686 |
|
elsevier.endingpage |
701 |
|
elsevier.openaccess |
0 |
|
elsevier.openaccessarticle |
false |
|
elsevier.openarchivearticle |
false |
|
elsevier.teaser |
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... |
|
elsevier.aggregationtype |
Journal |
|
workflow.import.source |
science |
|