Elastic flexural buckling of thin walled zig-zag flanged section.
In: AIP Conference Proceedings; 2022, Vol. 2446 Issue 1, p1-7, 7p; Jg. 2446 (2022-11-05) 1, S. 1-7
Konferenz
Zugriff:
The total potential theory and Lu's theory for cantilever beam to calculate critical loads considering various beam length and various cross sections of mono symmetric structures by above buckling theories and also predicting the critical loads of doubly symmetrical cantilevers and comparing with existing critical results from existing solutions and finite element analysis. Based on above buckling theories, am applying these theories to calculate critical loads for simply supported beams with two torsional loads and one torsional load on fixed beam of mono symmetric beam with dropped flanges. Explicit solutions, capable of considering various lengths and cross sections under various kinds of loads are predicting the critical loads of doubly symmetric simply supported beam and fixed beam. The obtained solutions are exploited through the comparisons of critical results with those from existing solutions and finite element analysis. [ABSTRACT FROM AUTHOR]
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Titel: |
Elastic flexural buckling of thin walled zig-zag flanged section.
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Autor/in / Beteiligte Person: | Kumar, D. Mahesh ; Madhavi, N. ; Goud, N. Uday Ranjan ; Sravanthi, G. ; Kannan, R. |
Quelle: | AIP Conference Proceedings; 2022, Vol. 2446 Issue 1, p1-7, 7p; Jg. 2446 (2022-11-05) 1, S. 1-7 |
Veröffentlichung: | 2022 |
Medientyp: | Konferenz |
ISSN: | 0094-243X (print) |
DOI: | 10.1063/5.0110159 |
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