Numerical Study on CFRP Strengthening of Reinforced Concrete Frames with Masonry Infill Walls
Küçük Resim Yok
Tarih
2014
Dergi Başlığı
Dergi ISSN
Cilt Başlığı
Yayıncı
ASCE-AMER SOC CIVIL ENGINEERS
Erişim Hakkı
info:eu-repo/semantics/closedAccess
Özet
In the last decade, a new strengthening methodology has been developed for reinforced concrete (RC) frames with hollow clay tile (HCT) infill walls by means of diagonally applied carbon fiber-reinforced polymer (CFRP) fabrics. In the experimental part of a study conducted by the authors, this user-friendly methodology was experimentally investigated considering different aspect (height/width) ratios of the infill walls. In this study, first a numerical model of the FRP strengthened infill walls strengthened with the proposed methodology is developed. Afterwards, the numerical simulation results are validated by use of experimental response curves and finally, a parametric study, which further investigates the effect of aspect ratio of HCT infill walls is presented.
Açıklama
Anahtar Kelimeler
Infill walls, Numerical models, Reinforced concrete, Rehabilitation, Fiber-reinforced materials
Kaynak
JOURNAL OF COMPOSITES FOR CONSTRUCTION
WoS Q Değeri
Q1
Scopus Q Değeri
Q1
Cilt
18
Sayı
2
