Failure Prediction of Skewed Jointed Plain Concrete Pavements Using 3D FE Analysis

Basit Öğe Kaydı
dc.contributor.authorDere, Yunus
dc.contributor.authorAsgari, Alireza
dc.contributor.authorSotelino, Elisa D.
dc.contributor.authorArcher, Graham C.
dc.date.accessioned2020-03-26T17:03:33Z
dc.date.available2020-03-26T17:03:33Z
dc.date.issued2006
dc.departmentSelçuk Üniversitesien_US
dc.description.abstractA section of skewed jointed plain concrete pavements (JPCPs) that was constructed in the northern part of Indiana failed with premature transverse cracks. The cracks were observed within 3-4 years of construction. This research was performed to determine if the failure of the skewed JPCPs could have been predicted using a 3D finite element (FE) analysis. A representative 3D FE model was developed and analyzed using three different subgrade materials under traffic and nonlinear thermal loads. The dowel bars and aggregate interlock action were modelled at the skewed joints between adjacent concrete slabs. The effects of linear and nonlinear temperature gradients were compared with regard to the predicted failure of the pavements. The finite element analysis predicted not only the failure of the pavement, but also the correct orientation of the cracks.en_US
dc.identifier.citationDere, Y., Asgari, A., Sotelino, E. D., Archer, G. C., (2006). Failure Prediction of Skewed Jointed Plain Concrete Pavements Using 3D FE Analysis. Engineering Failure Analysis, 13(6), 898-913. Doi: 10.1016/j.engfailanal.2005.07.001
dc.identifier.doi10.1016/j.engfailanal.2005.07.001en_US
dc.identifier.endpage913en_US
dc.identifier.issn1350-6307en_US
dc.identifier.issn1873-1961en_US
dc.identifier.issue6en_US
dc.identifier.scopusqualityQ1en_US
dc.identifier.startpage898en_US
dc.identifier.urihttps://dx.doi.org/10.1016/j.engfailanal.2005.07.001
dc.identifier.urihttps://hdl.handle.net/20.500.12395/20492
dc.identifier.volume13en_US
dc.identifier.wosWOS:000237718600004en_US
dc.identifier.wosqualityQ3en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.institutionauthorDere, Yunus
dc.language.isoenen_US
dc.publisherPergamon-Elsevier Science Ltden_US
dc.relation.ispartofEngineering Failure Analysisen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.selcuk20240510_oaigen_US
dc.subjectskewed jointed pavementen_US
dc.subjectconcrete pavementen_US
dc.subjectfinite elementen_US
dc.subjecttemperature curlingen_US
dc.titleFailure Prediction of Skewed Jointed Plain Concrete Pavements Using 3D FE Analysisen_US
dc.typeArticleen_US

Dosyalar

Orijinal paket
Listeleniyor 1 - 1 / 1
Küçük Resim
İsim:
20492.pdf
Boyut:
903.62 KB
Biçim:
Adobe Portable Document Format
Açıklama:
Makale Dosyası
İndir

Koleksiyon

WoS İndeksli Yayınlar Koleksiyonu
İnşaat Mühendisliği Bölümü/Makale Koleksiyonu
Scopus İndeksli Yayınlar Koleksiyonu