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Use of Uhpc In Bridge Structures: Material Modeling and Design

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dc.contributor.author Güneş, Oğuz
dc.contributor.author Yeşilmen, Seda
dc.contributor.author Ulm, Franz-Joseph
dc.contributor.author Güneş, Burcu
dc.date.accessioned 2020-04-10T20:11:37Z
dc.date.available 2020-04-10T20:11:37Z
dc.date.issued 2012
dc.identifier.citation Gunes, Oguz...et al. "Use of UHPC in Bridge Structures: Material Modeling and Design", Advances In Materials Science and Engineering, (2012) tr_TR
dc.identifier.issn 1687-6822
dc.identifier.uri http://hdl.handle.net/20.500.12416/3074
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. tr_TR
dc.language.iso eng tr_TR
dc.publisher Hindawi Publishing Corporation tr_TR
dc.relation.isversionof 10.1155/2012/319285 tr_TR
dc.rights info:eu-repo/semantics/openAccess tr_TR
dc.subject Composites tr_TR
dc.title Use of Uhpc In Bridge Structures: Material Modeling and Design tr_TR
dc.type article tr_TR
dc.relation.journal Advances In Materials Science and Engineering tr_TR
dc.contributor.authorID 160252 tr_TR
dc.contributor.department Çankaya Üniversitesi, Mühendislik Fakültesi, İnşaat Mühendisliği Bölümü tr_TR


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