Use of UHPC in Bridge Structures: Material Modeling and Design

dc.authoridGunes, Burcu/0000-0003-3768-3530
dc.authoridSelcuk, Seda/0000-0002-2046-3841
dc.authoridGunes, Oguz/0000-0003-4365-6256
dc.authorscopusid8537805500
dc.authorscopusid58622787300
dc.authorscopusid6602130015
dc.authorscopusid7006814528
dc.authorwosidGunes, Burcu/ABB-3284-2020
dc.authorwosidSelcuk, Seda/L-7692-2019
dc.authorwosidGunes, Oguz/E-2574-2012
dc.contributor.authorGüneş, Oğuz
dc.contributor.authorYeşilmen, Seda
dc.contributor.authorGüneş, Burcu
dc.contributor.authorUlm, Franz-Joseph
dc.contributor.otherDepartment of Civil Engineering
dc.date.accessioned2024-07-05T15:11:14Z
dc.date.available2024-07-05T15:11:14Z
dc.date.issued2012
dc.departmentAtılım Universityen_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 USAen_US
dc.descriptionGunes, Burcu/0000-0003-3768-3530; Selcuk, Seda/0000-0002-2046-3841; Gunes, Oguz/0000-0003-4365-6256en_US
dc.description.abstractUltra-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.sponsorshipLafarge Groupen_US
dc.description.sponsorshipPart 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.citation11
dc.identifier.doi10.1155/2012/319285
dc.identifier.issn1687-8434
dc.identifier.issn1687-8442
dc.identifier.scopus2-s2.0-84862282484
dc.identifier.scopusqualityQ2
dc.identifier.urihttps://doi.org/10.1155/2012/319285
dc.identifier.urihttps://hdl.handle.net/20.500.14411/1424
dc.identifier.volume2012en_US
dc.identifier.wosWOS:000304931400001
dc.language.isoenen_US
dc.publisherHindawi Ltden_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subject[No Keyword Available]en_US
dc.titleUse of UHPC in Bridge Structures: Material Modeling and Designen_US
dc.typeArticleen_US
dspace.entity.typePublication
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