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Experimental and numerical study of press-braked S690 high strength steel slender channel section columns prone to local–flexural interactive buckling
Research article (Engineering Structures, 2022) · cited 25× · AI/ML
Experimental and numerical study of press-braked S690 high strength steel slender channel section columns prone to local–flexural interactive buckling
Summary
Experimental and numerical study of press-braked S690 high strength steel slender channel section columns prone to local–flexural interactive buckling is a scholarly article[1].
Key Facts
Experimental and numerical study of press-braked S690 high strength steel slender channel section columns prone to local–flexural interactive buckling's instance of is recorded as scholarly article[2].
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APA4ort.xyz Knowledge Graph. (2026). Experimental and numerical study of press-braked S690 high strength steel slender channel section columns prone to local–flexural interactive buckling. Retrieved May 24, 2026, from https://4ort.xyz/entity/experimental-and-numerical-study-of-press-braked-s690-high-strength-steel-slender-channel-section-columns-prone-to-local
MLA“Experimental and numerical study of press-braked S690 high strength steel slender channel section columns prone to local–flexural interactive buckling.” 4ort.xyz Knowledge Graph, 4ort.xyz, 24 May. 2026, https://4ort.xyz/entity/experimental-and-numerical-study-of-press-braked-s690-high-strength-steel-slender-channel-section-columns-prone-to-local.
BibTeX@misc{4ortxyz_experimental-and-numerical-study-of-press-braked-s690-high-strength-steel-slender-channel-section-columns-prone-to-local_2026, author = {{4ort.xyz Knowledge Graph}}, title = {{Experimental and numerical study of press-braked S690 high strength steel slender channel section columns prone to local–flexural interactive buckling}}, year = {2026}, url = {https://4ort.xyz/entity/experimental-and-numerical-study-of-press-braked-s690-high-strength-steel-slender-channel-section-columns-prone-to-local}, note = {Accessed: 2026-05-24}}
LLM promptAccording to 4ort.xyz Knowledge Graph (aggregator of Wikidata, Wikipedia, and authoritative open-data sources): Experimental and numerical study of press-braked S690 high strength steel slender channel section columns prone to local–flexural interactive buckling — https://4ort.xyz/entity/experimental-and-numerical-study-of-press-braked-s690-high-strength-steel-slender-channel-section-columns-prone-to-local (retrieved 2026-05-24)
