Please use this identifier to cite or link to this item: http://148.72.244.84/xmlui/handle/xmlui/4334
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dc.contributor.authorAmer M. Ibrahim-
dc.contributor.authorAbdulMuttalib I. Said-
dc.contributor.authorHuda M. Mubarak-
dc.date.accessioned2023-10-17T16:19:39Z-
dc.date.available2023-10-17T16:19:39Z-
dc.date.issued2016-
dc.identifier.issn1999-8716-
dc.identifier.urihttps://djes.info/index.php/djes-
dc.identifier.urihttp://148.72.244.84:8080/xmlui/handle/xmlui/4334-
dc.description.abstractThis study focuses on benefits to be gained by using composite beams with concrete slab attached to a circular steel tube alternative IPE section in steel beam. The experimental research program was attitude to evaluate the flexural behavior of these composite beams with circular steel tube. A total of fourteen beams divided into seven test groups with different variable, were fabricated and testing under static loading conditions to determine the ultimate load and mode of failure of composite beam with circular steel tube. It was found, that the proposed structural system proved the qualification in flexural behavior, this mean; it can be used in building and construction as structural member resisting the bending. In addition, this composite beam can be used to pass through it the service work as electrical lines, mechanical heating, ventilating, etc. without need to increase floor height and web opening making that was cause increase building cost. Also the new proposed section can be used to transport water or oil.en_US
dc.language.isoenen_US
dc.publisherUniversity of Diyala – College of Engineeringen_US
dc.subjectExperimentalen_US
dc.subjectSteel Tubeen_US
dc.subjectShear Connectoren_US
dc.subjectCompositeen_US
dc.subjectConcrete Decksen_US
dc.titleStructural Behavior of Composite Reinforced Concrete Decks with Life Line Steel Tube Systemsen_US
dc.typeArticleen_US
Appears in Collections:مجلة ديالى للعلوم الهندسية / Diyala Journal of Engineering Sciences (DJES)

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