Lateral-torsional buckling of compressed and highly variable cross section beams
In the critical state of a beam under central compression a flexural-torsional equilibrium shape becomes possible in addition to the fundamental straight equilibrium shape and the Euler bending. Particularly, torsional configuration takes place in all cases where the line of shear centres does not c...
| Main Authors: | , |
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| Format: | Article |
| Language: | English |
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De Gruyter
2016-06-01
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| Series: | Curved and Layered Structures |
| Subjects: | |
| Online Access: | http://www.degruyter.com/view/j/cls.2016.3.issue-1/cls-2016-0012/cls-2016-0012.xml?format=INT |