Mechanical Performance versus Corrosion Damage Indicators for Corroded Steel Reinforcing Bars-Reference-Cited by-同舟云学术

Mechanical Performance versus Corrosion Damage Indicators for Corroded Steel Reinforcing Bars

Published:2015 Issue: Volume:2015 Page:1-19
ISSN:1687-8434
Container-title:Advances in Materials Science and Engineering
language:en
Short-container-title:Advances in Materials Science and Engineering

Author:

Caprili Silvia¹,Moersch Jörg²,Salvatore Walter¹

Affiliation:

1. Department of Civil and Industrial Engineering, University of Pisa, Largo L. Lazzarino 1, 56122 Pisa, Italy

2. Institut für Stahlbetonbewehrung e.V., Kaiserswerther Strasse 137, 404-74 Düsseldorf, Germany

Abstract

The experimental results of a testing campaign including tensile and low-cycle fatigue tests on different reinforcing steel bar types in the as-delivered and corroded condition are presented. Experimental data were statistically analyzed adopting ANOVA technique; Performance Indicators (PIs), describing the mechanical performance characteristics of reinforcements, and Corrosion Damage Indicators (CDIs), describing the detrimental effects of corrosion phenomena, were determined and correlated in order to evaluate the influence of corrosion on the behaviour of reinforcing steels, providing useful information for designers in addition to what is presented in current standards.

Publisher

Hindawi Limited

Subject

General Engineering,General Materials Science

Link

http://downloads.hindawi.com/journals/amse/2015/739625.pdf

Reference25 articles.

1. Low‐Cycle Fatigue Behavior of Reinforcing Steel

2. Low-cycle fatigue life behaviour of BS 460B and BS B500B steel reinforcing bars

3. Cyclic Stress-Strain Behavior of Reinforcing Steel Including Effect of Buckling

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