DocumentCode
3363153
Title
Study on the bond mechanism between Reactive Powder Concrete and steel bars
Author
Jia, Fangfang ; An, Mingzhe ; Kong, Decheng
Author_Institution
Sch. of Civil Eng., Beijing Jiaotong Univ., Beijing, China
fYear
2010
fDate
26-28 June 2010
Firstpage
4415
Lastpage
4418
Abstract
The bond properties between Reactive Powder Concrete and steel bars is discussed in this paper based on the pullout test results. It is concluded that: the bond stress of deformed bars is larger than round bars, and develops earlier along the whole length. The bond stress-slip relationship between Reactive Powder Concrete and steel bar can simulate with the double line curve model.
Keywords
bars; bonding processes; concrete; deformation; steel; bond mechanism; bond stress-slip relationship; deformed bars; pullout test results; reactive powder concrete; steel bars; Bars; Bonding; Bridges; Civil engineering; Concrete; Mechanical factors; Powders; Steel; Stress; Testing; Bond Mechanism; Constitutive Relation Double Line Curve Model; Reactive Powder Concrete;
fLanguage
English
Publisher
ieee
Conference_Titel
Mechanic Automation and Control Engineering (MACE), 2010 International Conference on
Conference_Location
Wuhan
Print_ISBN
978-1-4244-7737-1
Type
conf
DOI
10.1109/MACE.2010.5536440
Filename
5536440
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