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Bond–Slip Between Recycled Aggregate Concrete and Rebars
Abstract To popularize the recycled aggregate concrete (RAC) in civil engineering, sometimes it should be reinforced with steel bars. One of the most important requirements of reinforced concrete constructions is the bond between concrete and reinforcement. This chapter will consider the RAC replacement percentage and the steel rebar type including normal rebars and eroded rebars as the main experimental parameters. The aim of this work is to investigate the bond behavior between RAC and steel rebars and to establish a bond stress versus slip relationship between RAC and steel rebars.
Bond–Slip Between Recycled Aggregate Concrete and Rebars
Abstract To popularize the recycled aggregate concrete (RAC) in civil engineering, sometimes it should be reinforced with steel bars. One of the most important requirements of reinforced concrete constructions is the bond between concrete and reinforcement. This chapter will consider the RAC replacement percentage and the steel rebar type including normal rebars and eroded rebars as the main experimental parameters. The aim of this work is to investigate the bond behavior between RAC and steel rebars and to establish a bond stress versus slip relationship between RAC and steel rebars.
Bond–Slip Between Recycled Aggregate Concrete and Rebars
Xiao, Jianzhuang (Autor:in)
15.11.2017
21 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
Bond behaviour between recycled aggregate concrete and steel rebars
British Library Online Contents | 2007
|Bond behaviour between recycled aggregate concrete and steel rebars
Online Contents | 2007
|Bond behaviour between recycled aggregate concrete and steel rebars
Elsevier | 2005
|Bond Behaviour between Recycled Aggregate Concrete and Corroded Steel Rebars
British Library Conference Proceedings | 2012
|Bond Behaviour between Recycled Aggregate Concrete and Corroded Steel Rebars
Trans Tech Publications | 2012
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