Paper Titles
An Analysis of the Behavior of Small Fatigue Cracks Emanating from Stress Concentrators
p.641
A Study on the Fatigue Test of Bogie Frame by Stress Measurement
p.645
Fatigue Life Evaluation of Automotive Engine Mount Insulator
p.649
Structural Safety Assessment of Railway Freight Car during Static Loading
p.653
An Integrated Approach to Durability Design of Steel Structures Against Atmospheric Corrosion
p.657
Analysis of Chloride Diffusion in Cracked Concrete
p.661
An Experimental Study on the Application of Cathodic Protection Method Applying Zn-Al Metal Spray on the RC Structure
p.665
Thermographic Investigation of Hot Spots in Railway Brake Discs
p.669
Experimental Study on the Flexural Fatigue Damage Evolution of Layered Fiber Reinforced Concrete
p.673

An Integrated Approach to Durability Design of Steel Structures Against Atmospheric Corrosion

Article Preview

Abstract:

To develop a durability design procedure based on lifetime safety factor method, different dose-response functions based on both ISO standards and the literature are presented for the prediction of the thickness loss due to atmospheric corrosion in metal structures. Finally, serviceability and ultimate limit states are defined for the durability design against corrosion.

You might also be interested in these eBooks
Advances in Fracture and Damage Mechanics VII View Preview

Info:

Periodical:

Key Engineering Materials (Volumes 385-387)

Pages:

657-660

DOI:

https://doi.org/10.4028/www.scientific.net/KEM.385-387.657

Citation:

Cite this paper

Online since:

July 2008

Authors:

Lucrezia Cascini, Raffaele Landolfo, Francesco Portioli

Keywords:

Corrosion, Durability Design, Lifetime Safety Factor Method, Metallic Material, Sustainable Steel Structure

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

© 2008 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

References

[1] CEN 2004. EN 1993-1-1. Eurocode3: Design of steel structures. Part 1-1.

Google Scholar

[2] CEN 2001. EN 1990. Eurocode. Basis of structural design.

Google Scholar

[3] CEN 1999. EN ISO 8044. Corrosion of metals and alloys. Basic terms and definitions.

Google Scholar

[4] Landolfo R., Cascini L, Portioli F. (2007). Modelling of corrosion damage for metal structures. In: Proc. of the First Workshop COST C25 on Sustainability of Constructions, PORTUGAL.

Google Scholar

[5] Sarja, A. & Vesikari, E. 1996. Durability design of concrete structures. RILEM Report of TC 130-CSL. RILEM Report Series 14.

Google Scholar

[6] Sarja, A. 2004. Lifecon deliverable D2. 1. Reliability based methodology for lifetime management of structures. Finland.

Google Scholar

[7] CEN 1992. EN ISO 9224. Corrosion of metals and alloys. Corrosivity of atmospheres. Guiding values for the corrosivity categories.

DOI: 10.3403/30209291u

Google Scholar

[8] Kucera V. 2004. Mapping effects on materials in Manual mapping critical load. ICP Materials Coordination Centre, Sweden.

Google Scholar

[9] Klinesmith, D.E. & McCuen R. & Albrecht P. 2007. Effect of environmental condition on corrosion rate. Journal of Materials in Civil Engineering.

Google Scholar

[10] Popo-Ola, S.O. & Biddle, A.R. & Lawson R.M. 2000. Durability of light steel framing in residential buildings. SCI Publication P262. Ascot: The Steel Construction Institute.

Google Scholar