Behavior of Composite Concrete-Castellated SteelBeams in Flexure

Please use this identifier to cite or link to this item: http://localhost:8080/xmlui/handle/123456789/5989

Full metadata record

DC Field	Value	Language
dc.contributor.author	Al-Zuhairi, Dr. Alaa H. A.	-
dc.contributor.author	Mansi, Ali Ismael	-
dc.date.accessioned	2022-10-24T10:20:06Z	-
dc.date.available	2022-10-24T10:20:06Z	-
dc.date.issued	2017	-
dc.identifier.uri	http://localhost:8080/xmlui/handle/123456789/5989	-
dc.description.abstract	In this paper, the behavior of composite concrete-castellated steel beams in flexure was studied. The Finite ElementMethod was implemented for the analysis of the problem. Three-dimensional brick elements were used for concrete flange whileshell elements were used to model castellated steel section.ANSYS11 program was utilized for this purpose. A parametricstudy was conducted to clarify the behavior. The main parameterwas the variation of castellation ratios. Three degrees ofcastellation ratio were taken in to account; 25%, 35% and 45%.The results show a reduction in maximum mid-span deflection ofcomposite castellated beams with the increase of castellationratio. Moment capacity of the composite beam was increasedwith increasing of castellation ratio at the maximum permissiblemid-span deflection. This increase was 18.4%, 51.5% and 93.8%for castellation ratios 25%, 35%, and 45% respectively	en_US
dc.language.iso	en	en_US
dc.subject	castellated beams; composite beams; steelstructures; finite element method	en_US
dc.title	Behavior of Composite Concrete-Castellated SteelBeams in Flexure	en_US
dc.type	Article	en_US
Appears in Collections:	الهندسة المدنية

Files in This Item:

File	Description	Size	Format
ملخص 3.pdf		4.14 kB	Adobe PDF	View/Open