CFRP Strengthening of Reinforced Concrete Frames with Masonry Infill Walls: A Numerical and Parametric Study

Basit Öğe Kaydı
dc.contributor.authorAkin, E.
dc.contributor.authorOzcebe, G.
dc.date.accessioned2020-03-26T18:41:15Z
dc.date.available2020-03-26T18:41:15Z
dc.date.issued2013
dc.departmentSelçuk Üniversitesien_US
dc.description4th International Conference on Multi-Functional Materials and Structures (MFMS 2013) -- JUL 14-17, 2013 -- King Mongkut's Univ Technol Thonburi, Bangkok, THAILANDen_US
dc.description.abstractThe idea of strengthening the existing masonry infill walls of reinforced concrete (RC) frames has attracted many research groups in the last decade. The use of carbon fiber reinforced polymer (CFRP) strips along the diagonals of infills has become one major technique applied for this purpose. An experimental study conducted by the authors focused on the effect of aspect (height/width) ratio of hollow clay tile infills on the overall response attained by this strengthening methodology. Two different aspect ratios (HCT) were selected in the experimental study. However, a wider range of aspect ratios should also be investigated for design purposes. Therefore, a numerical model of the test frames are developed, which are validated by the experimental response curves. The basics of the numerical model that leads to a parametric study is the subject of this article.en_US
dc.description.sponsorshipKing Mongkut's Univ Technol Thonburi, King Mongkut's Technol Thonburi, Sch Energy Environm & Mat, King Mongkut's Univ Technol Thonburi, Polym Process & Flow Res Grp, Thai Journal Citat Index Ctr, Siam Cement Publ Co, Global Connect Publ Co Ltd, V P Wood Co Ltden_US
dc.identifier.doi10.4028/www.scientific.net/AMR.747.51en_US
dc.identifier.endpage+en_US
dc.identifier.isbn978-3-03785-771-7
dc.identifier.issn1022-6680en_US
dc.identifier.scopusqualityN/Aen_US
dc.identifier.startpage51en_US
dc.identifier.urihttps://dx.doi.org/10.4028/www.scientific.net/AMR.747.51
dc.identifier.urihttps://hdl.handle.net/20.500.12395/29283
dc.identifier.volume747en_US
dc.identifier.wosWOS:000336185200012en_US
dc.identifier.wosqualityN/Aen_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherTRANS TECH PUBLICATIONS LTDen_US
dc.relation.ispartofMULTI-FUNCTIONAL MATERIALS AND STRUCTURES IVen_US
dc.relation.ispartofseriesAdvanced Materials Research
dc.relation.publicationcategoryKonferans Öğesi - Uluslararası - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.selcuk20240510_oaigen_US
dc.subjectReinforced concreteen_US
dc.subjectCFRPen_US
dc.subjectstrenghtheningen_US
dc.subjectaspect ratioen_US
dc.subjectinfill wallsen_US
dc.subjectnumerical modelen_US
dc.titleCFRP Strengthening of Reinforced Concrete Frames with Masonry Infill Walls: A Numerical and Parametric Studyen_US
dc.typeConference Objecten_US

Dosyalar

Koleksiyon

WoS İndeksli Yayınlar Koleksiyonu
Scopus İndeksli Yayınlar Koleksiyonu