Conference
Optimisation aspects towards higher industrial floor construction joint efficiency ; Mogućnosti optimizacije dilatacione spojnice industrijskih podova u cilju povećanja efikasnosti
| العنوان: | Optimisation aspects towards higher industrial floor construction joint efficiency ; Mogućnosti optimizacije dilatacione spojnice industrijskih podova u cilju povećanja efikasnosti |
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| المؤلفون: | Gluhović, Nina, Jakovljević, Isidora, Spremić, Milan, Rajnović, Dušan |
| المصدر: | ASES International Symposium Proceedings, Vrnjačka Banja, 18-20 September 2024 |
| بيانات النشر: | University of Belgrade, Faculty of Civil Engineering ASES - Association of Structural Engineers of Serbia, Belgrade |
| سنة النشر: | 2024 |
| المجموعة: | GraFar - Repository of the Faculty of Civil Engineering, University of Belgrade / GraFar (Građevinski fakultet Univerziteta u Beogradu) |
| مصطلحات موضوعية: | steel dowel, free-movement joint, shear resistance, FE analysis, čelični moždanik, pomerljiva spojnica, nosivost na smicanje, numerička analiza |
| الوصف: | Construction joints for industrial floor buildings are designed to relieve longitudinal stresses due to volumetric changes in large concrete surfaces. Various geometries of construction joints have been designed to obtain main constructional requirements, i.e. horizontal movements of the concrete slab panels due to expansion and contraction and transfer of vertical loads between adjoining slabs. This paper presents an experimental and numerical investigation of the free movement construction joint with embedded formwork and steel dowel bars as an integral solution. Analysis has the main focus on the two main aspects of the construction joint behaviour, i.e. resistance and stiffness, through obtained failure modes and joint geometry, towards higher joint efficiency. ; Dilatacione spojnice u podnim pločama industrijskih zgrada su konstruisane da obezbede oslobađanje podužnih napona koji se javljaju kao posledica promena u zapremini velikih površina betonskih ploča. Dilatacione spojnice različitih geometrija se konstruišu u svrhu postizanja osnovnih konstrukcijskih zahteva: obezbeđivanje horizontalnih pomeranja usled skupljanja i tečenja betona, kao i prenošenje vertikalnog opterećenja između susednih segmenata betonskih ploča. U ovom radu predstavljeno je eksperimentalno i numeričko ispitivanje dilatacione spojnice sa ugrađenom čeličnom oplatom i čeličnim moždanicima kao integralnim rešenjem. Analizom su obuhvaćene dve osnovne karakteristike ponašanja dilatacione spojnice: nosivost i krutost, kroz ostvarene oblike loma i uticaj geometrije dilatacione spojnice u svrhu postizanja veće efikasnosti. |
| نوع الوثيقة: | conference object |
| اللغة: | English |
| Relation: | info:eu-repo/grantAgreement/MESTD/inst-2020/200092/RS//; https://grafar.grf.bg.ac.rs/handle/123456789/3588; http://grafar.grf.bg.ac.rs/bitstream/id/13289/bitstream_13289.pdf; https://hdl.handle.net/21.15107/rcub_grafar_3588 |
| الاتاحة: | https://grafar.grf.bg.ac.rs/handle/123456789/3588 http://grafar.grf.bg.ac.rs/bitstream/id/13289/bitstream_13289.pdf https://hdl.handle.net/21.15107/rcub_grafar_3588 |
| Rights: | openAccess ; https://creativecommons.org/licenses/by-nc-nd/4.0/ ; BY-NC-ND |
| رقم الانضمام: | edsbas.459EE59F |
| قاعدة البيانات: | BASE |
| الوصف غير متاح. |