Composite Structures; Eurocode 4; Chinese JGJ138-2016
Résumé :
[en] In this article, the design of composite beams in steel and concrete based on EN1994-1-1 and Chinese JGJ138-2016 is compared. In general, design according to Eurocode 4 is more detailed. Differences of effective width between both codes are explained in theory and through parameter studies. For bending moment resistance, the comparison is carried out with a parameter study on single span beams. For longitudinal shear design, the resistance of shear studs, minimum shear connection degree, and the arrangement of shear studs, longitudinal shear resistance in concrete slabs based on both codes are compared.
Disciplines :
Ingénierie civile
Auteur, co-auteur :
ZHANG, Qingjie ; University of Luxembourg > Faculty of Science, Technology and Communication (FSTC) > Engineering Research Unit
SCHÄFER, Markus ; University of Luxembourg > Faculty of Science, Technology and Communication (FSTC) > Engineering Research Unit
Co-auteurs externes :
no
Langue du document :
Anglais
Titre :
Comparison of design for steel and concrete beams according to EN 1994-1-1 and Chinese JGJ138-2016
Date de publication/diffusion :
06 mars 2018
Nombre de pages :
6
Nom de la manifestation :
21. DASt-Forschungskolloquium
Organisateur de la manifestation :
Deutscher Ausschuss für Stahlbau, Technische Universität Kaiserslautern
Lieu de la manifestation :
Kaiserslautern, Allemagne
Date de la manifestation :
06-03. and 07-03-2018
Sur invitation :
Oui
Références de l'abstract :
In this article, the design of composite beams in steel and concrete based on EN1994-1-1 and Chinese JGJ138-2016 is compared. In general, design according to Eurocode 4 is more detailed. Differences of effective width between both codes are explained in theory and through parameter studies. For bending moment resistance, the comparison is carried out with a parameter study on single span beams. For longitudinal shear design, the resistance of shear studs, minimum shear connection degree, and the arrangement of shear studs, longitudinal shear resistance in concrete slabs based on both codes are compared.
