Probabilistic modeling of reinforced concrete bond behavior considering failure mode and corrosion-Reference-Cited by-同舟云学术

Probabilistic modeling of reinforced concrete bond behavior considering failure mode and corrosion

Published:2022-06-22 Issue: Volume: Page:1-23
ISSN:1573-2479
Container-title:Structure and Infrastructure Engineering
language:en
Short-container-title:Structure and Infrastructure Engineering

Author:

Soraghi Ahmad¹²^ORCID,Huang Qindan³

Affiliation:

1. Department of Civil Engineering, University of Akron, Akron, OH, USA

2. Bureau Veritas, Owings Mills, MD, USA

3. Department of Civil, Construction, and Environmental Engineering, Marquette University, Milwaukee, WI, USA

Funder

the National Science Foundation

Publisher

Informa UK Limited

Subject

Mechanical Engineering,Ocean Engineering,Geotechnical Engineering and Engineering Geology,Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/15732479.2022.2088810

Reference95 articles.

1. Damage detection of 3D structures using nearest neighbor search method

2. Influence of prism geometry on the compressive strength of concrete masonry

3. ACI. (2012). Report on bond of steel reinforcing bars under cyclic loads. In American Concrete Institute—Joint ACI-ASCE Committee 408

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