Mechanical model to evaluate steel reinforcement corrosion effects on σ-ε and fatigue curves. Experimental calibration and validation
Journal article, 2016

An experimental study to characterise the annular distribution of the mechanical properties throughout the cross-section of TEMPCORE® steel bars is presented. Thereafter a sectional fibre model, which allows obtaining σ-ε and fatigue curves of corroded steel, is described. The model is calibrated using an extensive experimental study of artificially corroded steel bars tested under cyclic and monotonic loads. Local pitting effects such as stress concentration, local bending or non-uniform material properties distribution are considered. Validation of the model is done using different experimental work in the literature, which encompassed naturally and artificially corroded bars, for both fatigue and tensile tests. © 2016 Elsevier Ltd.

Mass loss

Corroded tensile propeties

Modelling studies

Corroded fatigue properties

Pitting corrosion

Steel reinforced concrete

Author

Ignasi Fernandez

Polytechnic University of Catalonia

Jesús Bairán

Polytechnic University of Catalonia

Antonio R. Marí

Polytechnic University of Catalonia

Engineering Structures

01410296 (ISSN) 18737323 (eISSN)

Vol. 118 320-333

Subject Categories

Applied Mechanics

Construction Management

Infrastructure Engineering

Building Technologies

DOI

10.1016/j.engstruct.2016.03.055

More information

Latest update

11/3/2023