Reference : Comparison of design for steel and concrete beams according to EN 1994-1-1 and Chines...
Scientific congresses, symposiums and conference proceedings : Unpublished conference
Engineering, computing & technology : Civil engineering
Physics and Materials Science
http://hdl.handle.net/10993/36009
Comparison of design for steel and concrete beams according to EN 1994-1-1 and Chinese JGJ138-2016
English
Zhang, Qingjie mailto [University of Luxembourg > Faculty of Science, Technology and Communication (FSTC) > Engineering Research Unit >]
Schäfer, Markus mailto [University of Luxembourg > Faculty of Science, Technology and Communication (FSTC) > Engineering Research Unit >]
6-Mar-2018
6
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.
Yes
Yes
National
21. DASt-Forschungskolloquium
06-03. and 07-03-2018
Deutscher Ausschuss für Stahlbau, Technische Universität Kaiserslautern
Kaiserslautern
Kaiserslautern
[en] Composite Structures ; Eurocode 4 ; Chinese JGJ138-2016
[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.
Erasmus+ Strategic Partnerships
Researchers
http://hdl.handle.net/10993/36009
https://www.bauing.uni-kl.de/fileadmin/stahlbau/DASt/PDF/DASt_2018_Flyer.pdf

File(s) associated to this reference

Fulltext file(s):

FileCommentaryVersionSizeAccess
Limited access
Q.Zhang M.Schäfer_Comparison of design for steel and concrete composite beams_ (003).pdfPublisher postprint500.69 kBRequest a copy

Bookmark and Share SFX Query

All documents in ORBilu are protected by a user license.