Resistance of column webs subjected to transverse compression at the unstiffened end
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F23%3APU149902" target="_blank" >RIV/00216305:26110/23:PU149902 - isvavai.cz</a>
Result on the web
<a href="https://pubs.aip.org/aip/acp/article/2950/1/020020/2928768/Resistance-of-column-webs-subjected-to-transverse" target="_blank" >https://pubs.aip.org/aip/acp/article/2950/1/020020/2928768/Resistance-of-column-webs-subjected-to-transverse</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1063/5.0180866" target="_blank" >10.1063/5.0180866</a>
Alternative languages
Result language
angličtina
Original language name
Resistance of column webs subjected to transverse compression at the unstiffened end
Original language description
Members of open double-symmetrical cross-sections are widely used in steel structures. In many cases their webs are subjected to transverse compression resulting from the effect of adjacent members or from the concentrated transverse loads. Resistance of the member web to transverse compression is affected by number of aspects, e.g. structural solution of the joint (welded or bolted with end plate), possible longitudinal normal stress in the member caused by axial load or bending moment, interaction with shear or effect of local buckling of the web. The paper focuses on specific problem of resistance of the web to transverse compression resulting from transverse load applied close to the unstiffened end of the member. The investigation of the resistance of the web to transverse compression is performed using advanced geometrically and materially nonlinear numerical analysis for various distances of the transverse load from the unstiffened end. The influence of this distance on transverse compression resistance is quantified. Rolled and welded cross-sections of various web slenderness are investigated. The results are, where possible, compared with results obtained from available design standards.
Czech name
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Czech description
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Classification
Type
D - Article in proceedings
CEP classification
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OECD FORD branch
20102 - Construction engineering, Municipal and structural engineering
Result continuities
Project
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Continuities
S - Specificky vyzkum na vysokych skolach
Others
Publication year
2023
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
AIP Conference Proceedings
ISBN
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ISSN
1551-7616
e-ISSN
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Number of pages
9
Pages from-to
„“-„“
Publisher name
Neuveden
Place of publication
neuveden
Event location
Štrbské Pleso
Event date
Oct 12, 2022
Type of event by nationality
EUR - Evropská akce
UT code for WoS article
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