Lateral-Torsional Buckling Capacity of Beams: An Analytical Formula for Beams with Patch Corrosion

Author:

Siriwardane Sudath C.,Pavlou Dimitrios

Publisher

Springer Nature Switzerland

Reference10 articles.

1. Trahair, N.S., Bradford, M.A., Nethercot, D.A., Gardner, L.: The Behaviour and Design of Steel Structures to EC3, 4th edn. Taylor & Francis, London (2008)

2. Rossi, A., Saito, D.H., Martins, C.H., de Souza, A.S.C, H.: The influence of structural imperfections on the LTB strength of I-beams. Structures 29, 1173–1186 (2021)

3. EN 1993-1-1: Eurocode 3. Design of steel structures - Part 1-1: General rules and rules for buildings, European Committee for Standardization, Brussels, Belgium (2005)

4. Bureau, A.: NCCI: Elastic critical moment for lateral-torsional buckling. SN003a-EN-EU, Ascot, UK (2006)

5. Zhao, J., Li, J., Sun, Y.: Experimental and numerical study on overall buckling behavior of Q460 high-strength steel continuous beams with welded singly symmetric I-section. Eng. Struct. 280, 115678 (2023)

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