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| dc.contributor.author | Ahmet Necati Yelgin; Sakarya University, Department of Civil Engineering, Engineering Faculty | |
| dc.contributor.author | Ahmet Degerli; Sakarya University, Department of Civil Engineering, Engineering Faculty | |
| dc.contributor.author | Bora Bulut; Sakarya University, Department of Civil Engineering, Engineering Faculty | |
| dc.date | 2013-06-14 09:24:20 | |
| dc.date.accessioned | 2013-07-15T11:48:55Z | |
| dc.date.accessioned | 2015-11-23T16:10:04Z | |
| dc.date.available | 2013-07-15T11:48:55Z | |
| dc.date.available | 2015-11-23T16:10:04Z | |
| dc.date.issued | 2013-07-15 | |
| dc.identifier | http://ecs.epoka.edu.al/index.php/iscce/iscce2012/paper/view/626 | |
| dc.identifier.uri | http://dspace.epoka.edu.al/handle/1/684 | |
| dc.description.abstract | Composite beam are made up by R.C shell and structural steel, and bolts are used forshear connector. Additionally several plates are placed on the bottom face of composite beamfor each test. Therefore composite behaviour, comparison of experimental and numericalresults, shell detachment, the impact of several displacement and shapes of bolts and plates tothe structural behaviour, the crack formation are investigated.300X80X12 cm R.C shell and 300 cm HEB 120 are joined by the help of bolts andplates, and samples are tested. These samples are 3 sets (total of 6 quantities) are made ofcomposite beams.Simple span beams are set for easily rotatable at the supports. At the middle of thespan P point load is applied. Ultimate load of bearing capacity is determined when the minorcrack is occurred.Load - deformation, load - extension, moment - curvature diagrams are drawn and comparisons are made at the end of the tests. Eventually compatibility of plastic calculation method, the impact of situation of uprising shell to the bearing capacity, using of plate reducethe deformation and increase the crack load are investigated and bolts as a well shear connector is proved. | |
| dc.format | application/pdf | |
| dc.language | en | |
| dc.publisher | International Student Conference of Civil Engineering | |
| dc.rights | Authors who submit to this conference agree to the following terms:<br /> <strong>a)</strong> Authors retain copyright over their work, while allowing the conference to place this unpublished work under a <a href="http://creativecommons.org/licenses/by/3.0/">Creative Commons Attribution License</a>, which allows others to freely access, use, and share the work, with an acknowledgement of the work's authorship and its initial presentation at this conference.<br /> <strong>b)</strong> Authors are able to waive the terms of the CC license and enter into separate, additional contractual arrangements for the non-exclusive distribution and subsequent publication of this work (e.g., publish a revised version in a journal, post it to an institutional repository or publish it in a book), with an acknowledgement of its initial presentation at this conference.<br /> <strong>c)</strong> In addition, authors are encouraged to post and share their work online (e.g., in institutional repositories or on their website) at any point before and after the conference. | |
| dc.source | International Student Conference of Civil Engineering; International Student Conference of Civil Engineering | |
| dc.subject | Composite Beams Reinforced Concrete Plate; Steel Profile; Bolt; Negative Moment and Structural Behavior | |
| dc.title | The Structural Behavior of Composite Beams With Prefabricated Reinforced Concrete Plate (Connection with Bolt) In Negative Moment Zone | |
| dc.type | Peer-reviewed Paper |
