Show simple item record

dc.contributor.authorTošić, Nikola
dc.contributor.authorMarinkovic, Snežana
dc.contributor.authorIgnjatovic, Ivan
dc.contributor.authorFuente Antequera, Albert de la
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental
dc.date.accessioned2019-03-19T14:03:06Z
dc.date.issued2018
dc.identifier.citationTosic, N. [et al.]. Deflections of reinforced concrete beams made with recycled and waste materials under sustained load: experiment and fib Model Code 2010 predictions. A: International Symposium on Life-Cycle Civil Engineering. "Life Cycle Analysis and Assessment in Civil Engineering: Towards an Integrated Vision: Proceedings of the Sixth International Symposium on Life-Cycle Civil Engineering (IALCCE 2018), 28-31 October 2018, Ghent, Belgium". CRC Press, 2018, p. 1835-1842.
dc.identifier.isbn978-1-138-62633-1
dc.identifier.otherhttps://books.google.es/books?id=ECB0DwAAQBAJ&pg=PA2017-IA9&lpg=PA2017-IA9&dq=%22Deflections+of+reinforced+concrete+beams+made+with+recycled+and+waste+materials+under+sustained+load:+experiment+and+fib+Model+Code+2010+predictions%22&source=bl&ots=6FMs_uT9Qd&sig=ACfU3U0DGpeIxG5Rmtq3N9DKxAjXoTkP3A&hl=en&sa=X&ved=2ahUKEwir6Ji2rPrgAhWMkxQKHVvCCuYQ6AEwAnoECAgQAQ#v=onepage&q=%22Deflections%20of%20reinforced%20concrete%20beams%20made%20with%20recycled%20and%20waste%20materials%20under%20sustained%20load%3A%20experiment%20and%20fib%20Model%20Code%202010%20predictions%22&f=false
dc.identifier.urihttp://hdl.handle.net/2117/130606
dc.description.abstractThis paper presents experimental results of long-term behavior of reinforced beams made from natural aggregate concrete (NAC), recycled aggregate concrete (RAC), and high-volume fly ash concrete (HVFAC) under sustained load. Two 3.2 m span simply supported beams were cast from each concrete type and loaded after 7 and 28 days for a period of 450 days. Deflections, cracking, and strains were measured on the beams. Mechanical properties, shrinkage, and creep were measured on accompanying concrete specimens. Results showed similar mechanical properties of NAC and RAC and lower values for HVFAC. Shrinkage and creep were largest for RAC and smallest in the case of HVFAC. All beams had similar increases in deflections relative to their initial deflections. Deflection results are compared with fib Model Code 2010 predictions. Good agreement is found with results for RAC beams, whereas predictions for HVFAC beams show a significant overestimation of experimental results.
dc.format.extent8 p.
dc.language.isoeng
dc.publisherCRC Press
dc.subjectÀrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Materials i estructures de formigó
dc.subject.lcshConcrete beams--Testing
dc.titleDeflections of reinforced concrete beams made with recycled and waste materials under sustained load: experiment and fib Model Code 2010 predictions
dc.typeConference lecture
dc.subject.lemacBigues de formigó armat -- Proves
dc.contributor.groupUniversitat Politècnica de Catalunya. EC - Enginyeria de la Construcció
dc.rights.accessRestricted access - publisher's policy
drac.iddocument23964083
dc.description.versionPostprint (published version)
dc.date.lift10000-01-01
upcommons.citation.authorTosic, N.; Marinkovic, S.; Ignjatovic, I.; de la Fuente, A.
upcommons.citation.contributorInternational Symposium on Life-Cycle Civil Engineering
upcommons.citation.publishedtrue
upcommons.citation.publicationNameLife Cycle Analysis and Assessment in Civil Engineering: Towards an Integrated Vision: Proceedings of the Sixth International Symposium on Life-Cycle Civil Engineering (IALCCE 2018), 28-31 October 2018, Ghent, Belgium
upcommons.citation.startingPage1835
upcommons.citation.endingPage1842


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record

All rights reserved. This work is protected by the corresponding intellectual and industrial property rights. Without prejudice to any existing legal exemptions, reproduction, distribution, public communication or transformation of this work are prohibited without permission of the copyright holder