Use of Uhpc in Bridge Structures: Material Modeling and Design
| dc.contributor.author | Yesilmen, Seda | |
| dc.contributor.author | Gunes, Burcu | |
| dc.contributor.author | Ulm, Franz-Joseph | |
| dc.contributor.author | Gunes, Oguz | |
| dc.contributor.authorID | 160252 | tr_TR |
| dc.contributor.other | 06.05. İnşaat Mühendisliği | |
| dc.contributor.other | 06. Mühendislik Fakültesi | |
| dc.contributor.other | 01. Çankaya Üniversitesi | |
| dc.date.accessioned | 2020-04-10T20:11:37Z | |
| dc.date.accessioned | 2025-09-18T12:06:46Z | |
| dc.date.available | 2020-04-10T20:11:37Z | |
| dc.date.available | 2025-09-18T12:06:46Z | |
| dc.date.issued | 2012 | |
| dc.description | Gunes, Oguz/0000-0003-4365-6256; Selcuk, Seda/0000-0002-2046-3841; Gunes, Burcu/0000-0003-3768-3530 | 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.citation | Gunes, Oguz...et al. "Use of UHPC in Bridge Structures: Material Modeling and Design", Advances In Materials Science and Engineering, (2012) | en_US |
| 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.uri | https://doi.org/10.1155/2012/319285 | |
| dc.identifier.uri | https://hdl.handle.net/123456789/10985 | |
| dc.language.iso | en | en_US |
| dc.publisher | Hindawi Ltd | en_US |
| dc.rights | info:eu-repo/semantics/openAccess | en_US |
| dc.title | Use of Uhpc in Bridge Structures: Material Modeling and Design | en_US |
| dc.title | Use of Uhpc In Bridge Structures: Material Modeling and Design | tr_TR |
| dc.type | Article | en_US |
| dspace.entity.type | Publication | |
| gdc.author.id | Gunes, Oguz/0000-0003-4365-6256 | |
| gdc.author.id | Selcuk, Seda/0000-0002-2046-3841 | |
| gdc.author.id | Gunes, Burcu/0000-0003-3768-3530 | |
| gdc.author.institutional | Selçuk, Seda | |
| gdc.author.institutional | Güneş, Oğuz | |
| gdc.author.scopusid | 8537805500 | |
| gdc.author.scopusid | 58622787300 | |
| gdc.author.scopusid | 6602130015 | |
| gdc.author.scopusid | 7006814528 | |
| gdc.author.wosid | Selcuk, Seda/L-7692-2019 | |
| gdc.author.wosid | Gunes, Burcu/Abb-3284-2020 | |
| gdc.author.wosid | Gunes, Oguz/E-2574-2012 | |
| gdc.description.department | Çankaya University | en_US |
| gdc.description.departmenttemp | [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 |
| gdc.description.publicationcategory | Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı | en_US |
| gdc.description.scopusquality | Q2 | |
| gdc.description.volume | 2012 | en_US |
| gdc.description.woscitationindex | Science Citation Index Expanded | |
| gdc.identifier.openalex | W1488614350 | |
| gdc.identifier.wos | WOS:000304931400001 | |
| gdc.openalex.fwci | 0.0 | |
| gdc.openalex.normalizedpercentile | 0.07 | |
| gdc.opencitations.count | 12 | |
| gdc.plumx.crossrefcites | 3 | |
| gdc.plumx.mendeley | 90 | |
| gdc.plumx.scopuscites | 19 | |
| gdc.scopus.citedcount | 19 | |
| gdc.wos.citedcount | 15 | |
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