Numerical Analysis of Castellated Beam
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David Mikolasek,
Oldrich Sucharda,
Jiri Brozovsky
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| Transactions of the VSB - Technical University of Ostrava, Civil Engineering Series |
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2013, Volume 13, Issue 2, Pages 98-104
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Doi: 10.2478/tvsb-2013-0015
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This paper deals with modeling of the behavior of castellated beam. The calculations also take into account the imperfections. The solution incorporates finite element models and standardized calculation. The main contribution is to undertake case studies to determine the coefficients of lateral-torsional buckling and description of the stress state of the profile.
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