Simplified Analytical Model for Interfacial Bond Strength of Deformed Steel Rebars Embedded in Pre-cracked Concrete-Reference-Cited by-同舟云学术

Simplified Analytical Model for Interfacial Bond Strength of Deformed Steel Rebars Embedded in Pre-cracked Concrete

Published:2020-08 Issue:8 Volume:146 Page:04020142
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Mousavi Seyed Sina¹^ORCID,Guizani Lotfi²,Ouellet-Plamondon Claudiane M.³^ORCID

Affiliation:

1. Ph.D. Candidate, Dept. of Construction Engineering, Univ. of Quebec, École de technologie supérieure (ETS), 1100 Notre-Dame West, Montréal, QC, Canada H3C 1K3 (corresponding author). ORCID: .

2. Associate Professor, Dept. of Construction Engineering, Univ. of Quebec, École de technologie supérieure (ETS), 1100 Notre-Dame West, Montréal, QC, Canada H3C 1K3.

3. Associate Professor, Dept. of Construction Engineering, Univ. of Quebec, École de technologie supérieure (ETS), 1100 Notre-Dame West, Montréal, QC, Canada H3C 1K3. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0002687

Reference59 articles.

1. Mesh size effect on load carrying capacity of the reinforced concrete beams without stirrups by using drucker-prager cracking concrete fracture criteria;Arslan G.;Sigma J. Eng. Nat. Sci.,2004

2. Coefficient of Friction for Steel on Concrete at High Normal Stress

3. Bond behaviour of straight, hooked, U-shaped and headed bars in cracked concrete

4. Bond strength of black and epoxy-coated reinforcement-a theoretical approach;Cairns J.;Mater. J.,1996

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