TORSIONAL BUCKLING OF RESTRAINED THIN-WALLED BARS OF OPEN BISYMMETRIC CROSS-SECTION
The problem of torsional buckling of restrained thin-walled bars of an open constant bisymmetric cross-section was solved using the minimum total stationary elastic energy condition (J. S. Przemieniecki 1968 Theory of Matrix Structural Analysis McGraw-Hill, New York) and the Newton-Raphson method (...
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| Format: | Article |
| Language: | English |
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Gdańsk University of Technology
2012-07-01
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| Series: | TASK Quarterly |
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| Online Access: | https://journal.mostwiedzy.pl/TASKQuarterly/article/view/1946 |