Composite Structures; Eurocode 4; Chinese JGJ138-2016
Abstract :
[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 :
Civil engineering
Author, co-author :
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
External co-authors :
no
Language :
English
Title :
Comparison of design for steel and concrete beams according to EN 1994-1-1 and Chinese JGJ138-2016
Publication date :
06 March 2018
Number of pages :
6
Event name :
21. DASt-Forschungskolloquium
Event organizer :
Deutscher Ausschuss für Stahlbau, Technische Universität Kaiserslautern
Event place :
Kaiserslautern, Germany
Event date :
06-03. and 07-03-2018
By request :
Yes
References of the 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.
