Behaviour and design of eccentrically loaded hot-rolled steel SHS and RHS stub columns at elevated temperatures
The structural fire response of hot-rolled steel square and rectangular hollow sections (SHS and RHS) under combined compression and bending is investigated in this study through finite element (FE) modelling. The developed FE models were firstly validated against available test results on hot-rolle...
Published in: | Thin-Walled Structures |
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Main Author: | Yun X.; Saari N.; Gardner L. |
Format: | Article |
Language: | English |
Published: |
Elsevier Ltd
2020
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Online Access: | https://www.scopus.com/inward/record.uri?eid=2-s2.0-85079051090&doi=10.1016%2fj.tws.2020.106646&partnerID=40&md5=5dff58496c2976b76243408ee740d1bd |
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