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Amir Poursaee

Researcher at Clemson University

Publications -  64
Citations -  1933

Amir Poursaee is an academic researcher from Clemson University. The author has contributed to research in topics: Corrosion & Carbon steel. The author has an hindex of 20, co-authored 60 publications receiving 1386 citations. Previous affiliations of Amir Poursaee include University of Waterloo & Purdue University.

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Journal ArticleDOI

Reinforcing steel passivation in mortar and pore solution

TL;DR: In this article, the corrosion behavior of steel in concrete, mortar, or in simulated pore solution is studied, and it is shown that steel needs to be kept at least three days in synthetic pore solutions and seven days in mortar to be passivated.
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Potential pitfalls in assessing chloride-induced corrosion of steel in concrete

TL;DR: In this article, the authors describe some of the pitfalls the authors have encountered in their own work and have, therefore, analysed and quantified, together with others which have appeared in the literature.
Journal ArticleDOI

Macrocell and Microcell Corrosion of Steel in Ordinary Portland Cement and High Performance Concretes

TL;DR: In this article, the influence of concrete type and properties on the relative microcell and macrocell corrosion rates was investigated and the results confirmed that microcell corrosion is the major mechanism in corrosion of steel reinforcing bars in concrete.
Book ChapterDOI

Corrosion of steel in concrete structures

TL;DR: In this article, the basic and essential mechanisms of the corrosion of reinforcing steel bars in a concrete environment are discussed, and a detailed analysis of the degradation of steel bars is presented.
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Durability of concrete incorporating crushed brick as coarse aggregate

TL;DR: In this article, a comparative study was performed on the durability properties of concrete made with crushed bricks as coarse aggregates and with natural aggregates, and it was shown that the natural coarse aggregate can be replaced by crushed bricks, without significant change in the durability of concrete when the steel is not present.