Web rotational stiffness of continuous steel-concrete composite castellated beams

Web rotational stiffness of continuous steel-concrete composite castellated beams

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Continuous composite beams can present a global instability known as lateral distortional buckling (LDB). The design code EN 1994-1-1:2004 provides a procedure for the verification of this ultimate limit state, in which the resistant bending moment is calculated considering the behavior of the inver...

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Bibliographic Details
Main Authors: Carla Cristiane Silva, Rodrigo Barreto Caldas, Ricardo Hallal Fakury, Hermes Carvalho, Jo�o Victor Fragoso Dias
Format: Article
Language:English
Published: Gruppo Italiano Frattura 2019-10-01
Series:Fracture and Structural Integrity
Subjects:
rotational stiffness
castellated composite beam
lateral distortional buckling
elastic critical moment
Online Access:https://www.fracturae.com/index.php/fis/article/view/2545/2715

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https://www.fracturae.com/index.php/fis/article/view/2545/2715

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