Use of Uhpc in Bridge Structures: Material Modeling and Design

dc.authorid Gunes, Burcu/0000-0003-3768-3530
dc.authorid Selcuk, Seda/0000-0002-2046-3841
dc.authorid Gunes, Oguz/0000-0003-4365-6256
dc.authorscopusid 8537805500
dc.authorscopusid 58622787300
dc.authorscopusid 6602130015
dc.authorscopusid 7006814528
dc.authorwosid Gunes, Burcu/ABB-3284-2020
dc.authorwosid Selcuk, Seda/L-7692-2019
dc.authorwosid Gunes, Oguz/E-2574-2012
dc.contributor.author Gunes, Oguz
dc.contributor.author Yesilmen, Seda
dc.contributor.author Gunes, Burcu
dc.contributor.author Ulm, Franz-Joseph
dc.contributor.other Department of Civil Engineering
dc.date.accessioned 2024-07-05T15:11:14Z
dc.date.available 2024-07-05T15:11:14Z
dc.date.issued 2012
dc.department Atılım University en_US
dc.department-temp [Gunes, Oguz] Cankaya Univ, Dept Civil Engn, TR-06810 Ankara, Turkey; [Yesilmen, Seda; Gunes, Burcu] Atilim Univ, Dept Civil Engn, TR-06836 Ankara, Turkey; [Ulm, Franz-Joseph] MIT, Dept Civil & Environm Engn, Cambridge, MA 02139 USA en_US
dc.description Gunes, Burcu/0000-0003-3768-3530; Selcuk, Seda/0000-0002-2046-3841; Gunes, Oguz/0000-0003-4365-6256 en_US
dc.description.abstract Ultra-high-performance concrete (UHPC) is a promising new class of concrete material that is likely to make a significant contribution to addressing the challenges associated with the load capacity, durability, sustainability, economy, and environmental impact of concrete bridge infrastructures. This paper focuses on the material modeling of UHPC and design of bridge girders made of UHPC. A two-phase model used for modeling the behavior of UHPC was briefly discussed, and the model was implemented in a preliminary design case study. Based on the implemented design and the reported use of UHPC in bridge applications, the advantages, limitations, and future prospects of UHPC bridges were discussed, highlighting the need for innovative research and design to make optimum use of the favorable properties of the material in bridge structures. en_US
dc.description.sponsorship Lafarge Group en_US
dc.description.sponsorship Part of this research performed at MIT was supported by the Lafarge Group, whose financial support is gratefully acknowledged. The preliminary design case study was provided by Virginia Department of Transportation. The authors thank Halil Ibrahim Andic, a graduate student at METU, for his assistance with the illustrations in the paper. en_US
dc.identifier.citationcount 11
dc.identifier.doi 10.1155/2012/319285
dc.identifier.issn 1687-8434
dc.identifier.issn 1687-8442
dc.identifier.scopus 2-s2.0-84862282484
dc.identifier.scopusquality Q2
dc.identifier.uri https://doi.org/10.1155/2012/319285
dc.identifier.uri https://hdl.handle.net/20.500.14411/1424
dc.identifier.volume 2012 en_US
dc.identifier.wos WOS:000304931400001
dc.institutionauthor Güneş, Oğuz
dc.institutionauthor Yeşilmen, Seda
dc.institutionauthor Güneş, Burcu
dc.language.iso en en_US
dc.publisher Hindawi Ltd en_US
dc.relation.publicationcategory Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı en_US
dc.rights info:eu-repo/semantics/openAccess en_US
dc.scopus.citedbyCount 16
dc.subject [No Keyword Available] en_US
dc.title Use of Uhpc in Bridge Structures: Material Modeling and Design en_US
dc.type Article en_US
dc.wos.citedbyCount 13
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