1. University of Kragujevac Digital Archive
  2. University of Kragujevac
  3. Faculty of Mechanical and Civil Engineering, Kraljevo
Молимо вас користите овај идентификатор за цитирање или овај линк до ове ставке: https://scidar.kg.ac.rs/handle/123456789/23409
Пун извештај метаподатака
Поље DC-а ВредностЈезик
dc.contributor.authorPetrović, Žarko-
dc.contributor.authorMilosevic, Bojan-
dc.contributor.authorSpasojević Šurdilović, Marija-
dc.contributor.authorZorić, Andrija-
dc.contributor.authorTurnić, Dragana-
dc.date.accessioned2026-10-21T10:23:19Z-
dc.date.available2026-10-21T10:23:19Z-
dc.date.issued2026-
dc.identifier.issn2566-4484en_US
dc.identifier.urihttps://scidar.kg.ac.rs/handle/123456789/23409-
dc.descriptionThis research was supported by the Ministry of Science, Technological Development and Innovation of the Republic of Serbia, under the Agreement on Financing the Scientific Research Work of Teaching Staff at the Faculty of Mechan-ical Engineering and Civil Engineering in Kraljevo, University of Kragujevac - Registration number: 451-03-137/2025-03/200108 and Faculty of Civil Engineering and Architecture, University of Nis - Registration number: 451-03-34/2026-03/200095 dated 05/02/2026. The conducted research is related to the goal Sustainable Cities and Communities in accordance with the universal strategy of the United Nations (Agenda 2030).en_US
dc.description.abstractThis study examines the load–deflection response of continuous self-compacting concrete (SCC) beams incorporating recycled coarse aggregates. Nine two-span beams with reinforcement ratios of 0.65–0.94% were experimentally tested using 50% and 100% aggregate replacement. Recycled aggregate beams showed slightly reduced stiffness and increased post-cracking deflections, while ultimate load capacities remained comparable, particularly for 50% replacement. The influence of recycled aggregates was more pronounced at lower reinforcement ratios. Experimental ultimate loads exceeded EC2 and ACI 318 predictions, indicating effective moment redistribution and ductile behavior. The results confirm the structural applicability of high-quality recycled aggregates in continuous SCC beams.en_US
dc.language.isoenen_US
dc.subjectrecycled aggregate concrete (RAC)en_US
dc.subjectself-compacting concrete (SCC)en_US
dc.subjectcontinuous beamsen_US
dc.subjectload–deflection behavioren_US
dc.titleLOAD–DEFLECTION BEHAVIOR OF CONTINUOUS SCC BEAMS WITH RECYCLED COARSE AGGREGATESen_US
dc.typeconferenceObjecten_US
dc.description.versionPublisheden_US
dc.identifier.doidoi.org/10.61892/STP202601040Pen_US
dc.type.versionPublishedVersionen_US
dc.source.conferenceINTERNATIONAL CONFERENCE ON CONTEMPORARY THEORY AND PRACTICE IN CONSTRUCTION XVIIen_US
Налази се у колекцијама:Faculty of Mechanical and Civil Engineering, Kraljevo


Датотеке у овој ставци:
Датотека ВеличинаФормат 
055_-_LOAD-DEFLECTION_BEHAVIOR_OF_CONTINUOUS_SCC_BEAMS_WITH_RECYCLED_COARSE_AGGREGATES.pdf868.26 kBAdobe PDFПогледајте
Приказати једноставан запис ставки


Ставке на SCIDAR-у су заштићене ауторским правима, са свим правима задржаним, осим ако није другачије назначено.