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Published in 2020 at "Engineering Structures"
DOI: 10.1016/j.engstruct.2020.110840
Abstract: Abstract The European design code for steel structures, Eurocode 3 Part 1-1, defines the buckling resistance criterion, which enables initial imperfections to be taken into account without including them in the model structure. The initial…
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Keywords:
lateral stability;
stability slender;
initial imperfections;
hollow tubular ... See more keywords
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Published in 2021 at "Thin-walled Structures"
DOI: 10.1016/j.tws.2020.107298
Abstract: Abstract Design rules for web crippling of stainless steel tubular sections at elevated temperatures are currently unavailable. In this study, non-linear finite element models (FEMs) were developed for the web crippling of cold-formed lean duplex…
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Keywords:
stainless steel;
tubular sections;
elevated temperatures;
end ... See more keywords