Flexural strengthening and repair of RC slabs by adding a new RC layer
Yükleniyor...
Tarih
2016
Yazarlar
Dergi Başlığı
Dergi ISSN
Cilt Başlığı
Yayıncı
Ernst & Sohn
Erişim Hakkı
info:eu-repo/semantics/closedAccess
Özet
The present paper summarizes the findings of an experimental programme to investigate a strengthening/repair technique through the introduction of a new RC layer to an existing slab. Six RC slabs, composed of twelve cantilever and six interior spans, were tested under monotonic transverse loading. The behaviour of statically determinate cantilever spans and indeterminate interior spans was examined by comparing the test results of these specimens to the results of reference slabs, in which the existing and additional layers were cast monolithically. The influences of recovering the permanent slab deformation before repair and the spacing of the shear connectors between the existing and additional layers were investigated. The tests indicated that recovering the permanent deformations of a slab before repair substantially reduces its rigidity while having little influence on the ultimate load. Furthermore, debonding of the reinforcement was observed to considerably decrease the load capacities and rigidities of the slabs.
Açıklama
Anahtar Kelimeler
RC slab, RC layer, Shear stud, Strengthening, Repair
Kaynak
Structural Concrete
WoS Q Değeri
Q2
Scopus Q Değeri
Q1
Cilt
17
Sayı
5
Künye
closedAccess
