Bond-Slip Behavior of Corroded Rebar Embedded in Ultrahigh Toughness Cementitious Composite-Reference-Cited by-同舟云学术

Bond-Slip Behavior of Corroded Rebar Embedded in Ultrahigh Toughness Cementitious Composite

Author:

Hou Lijun¹,Guo Shang²,Zhou Bingxuan²,Xu Shilang³,Chen Da⁴

Affiliation:

1. Associate Professor, College of Harbour, Coastal and Offshore Engineering, Hohai Univ., Nanjing 210098, China.

2. M.D. Candidate, College of Harbour, Coastal and Offshore Engineering, Hohai Univ., Nanjing 210098, China.

3. Professor, Institute of Advanced Engineering Structures and Materials, Zhejiang Univ., Hangzhou 310058, China.

4. Professor, College of Harbour, Coastal and Offshore Engineering, Hohai Univ., Nanjing 210098, China (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

Reference35 articles.

3. Influence of corrosion and cracking on bond behavior and strength of reinforced concrete members;Al-Sulaimani G. J.;ACI Struct. J.,1990

4. Bond behavior of corroded reinforcement bars;Auyeung Y. B.;ACI Mater. J.,2000

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