Modified Easley formula for elastic critical global shear buckling stress of corrugated steel webs considering real boundary conditions
- Standort
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Deutsche Nationalbibliothek Frankfurt am Main
- Umfang
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1 Online-Ressource.
- Sprache
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Englisch
- Erschienen in
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Modified Easley formula for elastic critical global shear buckling stress of corrugated steel webs considering real boundary conditions ; volume:14 ; number:1 ; day:21 ; month:10 ; year:2024 ; pages:1-14 ; date:12.2024
Scientific reports ; 14, Heft 1 (21.10.2024), 1-14, 12.2024
- Klassifikation
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Wirtschaft
- Urheber
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Tong, Zhaojie
Shen, Kongjian
Li, Yongjin
Dong, Jucan
Luo, Bingqing
- Beteiligte Personen und Organisationen
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SpringerLink (Online service)
- DOI
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10.1038/s41598-024-75368-3
- URN
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urn:nbn:de:101:1-2501092111276.775398386277
- Rechteinformation
-
Open Access; Der Zugriff auf das Objekt ist unbeschränkt möglich.
- Letzte Aktualisierung
-
04.09.1970, 20:37 MEZ
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Beteiligte
- Tong, Zhaojie
- Shen, Kongjian
- Li, Yongjin
- Dong, Jucan
- Luo, Bingqing
- SpringerLink (Online service)
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Shear Buckling Behavior of Tapered Steel Plate Girders with Sinusoidally Corrugated Webs
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Imperfection Sensitivity of Plastic Shear Buckling Behavior in Corrugated Web Stainless Steel beams
Buckling of elastic structures under tensile loads
Unified operator description, nonlinear buckling and post-buckling analysis of thin elastic shells
Post-buckling behaviour of a growing elastic rod
Scaffolds with a Tunable Nonlinear Elastic Region Using a Corrugated Design
Effect of different parameters on lateral-torsional buckling behavior of I-girders with circular corrugated webs
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Elastic Lateral‐Torsional Buckling of Girders with Corrugated Web: Equivalent Section Properties Approach
Novel formula for the elastic critical moment of beams with corrugated web
Buckling of Corrugated Ring under Uniform External Pressure
Shear Buckling Behavior of Tapered Steel Plate Girders with Sinusoidally Corrugated Webs
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Unified operator description, nonlinear buckling and post-buckling analysis of thin elastic shells
Post-buckling behaviour of a growing elastic rod
Scaffolds with a Tunable Nonlinear Elastic Region Using a Corrugated Design
Effect of different parameters on lateral-torsional buckling behavior of I-girders with circular corrugated webs