Author:
Di Lorenzo Gianmaria,Landolfo Raffaele
Abstract
Background:
Corrosion propagation mainly occurs due to environmental conditions and to the absence of adequate maintenance. The corrosion propagation affects the structural performances of slender and thin structures, in particular in the case of structure very sensitive to the wind action and its dynamical phenomena, because commonly they are designed with a precise optimization of the stiffness/mass ratio. The static and dynamic wind action represent an immediate safety hazard in the case of structural stiffness and mass reduction due to the corrosion depth.
Objective:
This paper discusses the dynamics behavior variability due to the corrosion depth propagation for two significant examples of slender and thin structure (i.e. tower and truss roof).
Methods:
The structures assumed as case of study are made of mild carbon. The corrosion depth variability was estimated based on literature references. The structural natural frequencies and modal shapes are assumed as significant magnitudes to discuss the effect of the corrosion on the structural elements.
Results:
Results have shown that the corrosion depth gives a significant reduction of frequencies and modification of modal shapes.
Conclusion:
Results have shown that the corrosion depth affect the structural behavior long before a structural collapse. It suggests that a monitoring must be done to estimate the structure reliability for the Serviceability limit state under Characteristic design loads.
Publisher
Bentham Science Publishers Ltd.
Subject
Building and Construction
Reference112 articles.
1. Di Lorenzo G, Formisano A, Landolfo R, Mazzolani FM, Terracciano G.
On the use of cold-formed thin walled members for vertical addition of existing masonry buildings.
Proceedings of SDSS' Rio 2010: International Colloquium Stability and Ductility of Steel Structures
2010;
2
: 945-52.
2. Faggiano B, Fiorino L, Formisano A, Macillo V, Castaldo C, Mazzolani FM.
Assessment of the design provisions for steel concentric X bracing frames with reference to Italian and European codes.
Open Constr Build Technol J
2014;
8
: 208-15.
3. Ferraioli M, Lavino A, Mandara A, Donciglio M, Formisano A.
Seismic and robustness design of steel frame buildings.
Key Eng Mater
2018;
763
: 116-23.
www.scientific.net/KEM.763.116
4. Formisano A, Iazzetta G, Marino G, Fabbrocino F, Landolfo R.
Seismic residual capacity assessment of framed structures damaged by exceptional actions.
ECCOMAS Congress 2016 - Proceedings of the 7th European Congress on Computational Methods in Applied Sciences and Engineering
2016;
3
: 4942-58.
5. Terracciano G, Di Lorenzo G, Formisano A, Landolfo R.
Cold-formed thin-walled steel structures as vertical addition and energetic retrofitting systems of existing masonry buildings.
Eur J Environ Civ Eng
2015;
19
(7)
: 850-66.
Cited by
3 articles.
订阅此论文施引文献
订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献