Mechanical Performance versus Corrosion Damage Indicators for Corroded Steel Reinforcing Bars

Joint Authors

Caprili, Silvia
Moersch, Jörg
Salvatore, Walter

Source

Advances in Materials Science and Engineering

Issue

Vol. 2015, Issue 2015 (31 Dec. 2015), pp.1-19, 19 p.

Publisher

Hindawi Publishing Corporation

Publication Date

2015-12-17

Country of Publication

Egypt

No. of Pages

19

Abstract EN

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.

American Psychological Association (APA)

Caprili, Silvia& Moersch, Jörg& Salvatore, Walter. 2015. Mechanical Performance versus Corrosion Damage Indicators for Corroded Steel Reinforcing Bars. Advances in Materials Science and Engineering،Vol. 2015, no. 2015, pp.1-19.
https://search.emarefa.net/detail/BIM-1053651

Modern Language Association (MLA)

Caprili, Silvia…[et al.]. Mechanical Performance versus Corrosion Damage Indicators for Corroded Steel Reinforcing Bars. Advances in Materials Science and Engineering No. 2015 (2015), pp.1-19.
https://search.emarefa.net/detail/BIM-1053651

American Medical Association (AMA)

Caprili, Silvia& Moersch, Jörg& Salvatore, Walter. Mechanical Performance versus Corrosion Damage Indicators for Corroded Steel Reinforcing Bars. Advances in Materials Science and Engineering. 2015. Vol. 2015, no. 2015, pp.1-19.
https://search.emarefa.net/detail/BIM-1053651

Data Type

Journal Articles

Language

English

Notes

Includes bibliographical references

Record ID

BIM-1053651