Bond Slip Models for Uncorroded and Corroded Steel Reinforcement in Class-F Fly Ash Geopolymer Concrete-Reference-Cited by-同舟云学术

Bond Slip Models for Uncorroded and Corroded Steel Reinforcement in Class-F Fly Ash Geopolymer Concrete

Author:

Albitar M.¹,Visintin P.²,Ali M. S. Mohamed³,Lavigne O.⁴,Gamboa E.⁵

Affiliation:

1. Ph.D. Candidate, School of Civil, Environmental and Mining Engineering, Univ. of Adelaide, Adelaide, SA 5005, Australia.

2. Senior Lecturer, School of Civil, Environmental and Mining Engineering, Univ. of Adelaide, Adelaide, SA 5005, Australia (corresponding author).

3. Senior Lecturer, School of Civil, Environmental and Mining Engineering, Univ. of Adelaide, Adelaide, SA 5005, Australia.

4. Research Fellow, School of Mechanical Engineering, Univ. of Adelaide, Adelaide, SA 5005, Australia.

5. Lecturer, School of Mechanical Engineering, Univ. of Adelaide, Adelaide, SA 5005, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

Reference48 articles.

1. ACI (American Concrete Institute). (1995). “Building code requirements for reinforced concrete.” ACI 318 Farmington Hills MI.

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

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