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Stability of Castellated Beams During Erection
2014The increased depth of castellated beams presents stability problems, specifically during erection. During erection the castellated beam must support the weight of an erector and self-weight until the continuous bracing of the floor deck is in place. The stability of the unbraced member is based on its resistance to lateral-torsional buckling.
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Efficiency of Castellated and Cellular Beam Utilization Based on Design Guidelines
Practice Periodical on Structural Design and Construction, 2020Kitjapat Phuvoravan
exaly
Shear buckling strengths of web-posts in a castellated steel beam with hexagonal web openings
Journal of Constructional Steel Research, 2016Peijun Wang, Lulu Zhang
exaly
The moment-gradient factor in lateral–torsional buckling on inelastic castellated beams
Journal of Constructional Steel Research, 2004Amin Mohebkhah
exaly
Behaviour of castellated beam-to-column end-plate connection under monotonic load
Structures, 2021exaly
Numerical Modelling of Hexagonal Castellated Beam under Monotonic Loading
Procedia Engineering, 2017Richard Frans, Herman Parung
exaly

