Effect of reinforcement size on the concrete / reinforcement bond strength
Küçük Resim Yok
Tarih
2003
Yazarlar
Dergi Başlığı
Dergi ISSN
Cilt Başlığı
Yayıncı
Thomas Telford Services Ltd
Erişim Hakkı
info:eu-repo/semantics/closedAccess
Özet
Bond strength between reduced-water-content concrete and tensile reinforcement in spliced mode has been investigated. Three different diameters (12, 16 and 22mm) of tensile steel were spliced in the constant moment zone, where the load was applied to, in geometrically identical nine beams. An empirical equation has been derived to calculate the bond strength. It is found that there is a considerable size effect in the experimental results, i.e. as the diameter of the reinforcement reduces the bond strength and the ductility increases significantly, whilst the stiffness of the beams reduces.
Açıklama
American Concrete Institute;Czech Society of Structural and Civil Engineers;Institute of Concrete Technology, UK
Role of Cement Science in Sustainable Development - International Symposium Celebrating Concrete: People and Practice -- 3 September 2003 through 4 September 2003 -- Dundee -- 66795
Role of Cement Science in Sustainable Development - International Symposium Celebrating Concrete: People and Practice -- 3 September 2003 through 4 September 2003 -- Dundee -- 66795
Anahtar Kelimeler
Bond Strength; Size Effect; Splice Length; Tensile Reinforcement, Bond Strength (Chemical); Ductility; Steel; Tensile Strength; Bond Strength; Size Effect; Splice Length; Tensile Reinforcement; Concrete Reinforcements
Kaynak
Role of Cement Science in Sustainable Development - Proceedings of the International Symposium - Celebrating Concrete: People and Practice
WoS Q Değeri
Scopus Q Değeri
N/A
