Effect of Corrosion and Cracks at the Historical Steel Bridges

Anamaria Feier

doi:10.4028/www.scientific.net/AMR.1111.181

Paper Titles

Built-Up Cold-Formed Steel Beams with Corrugated Webs Connected with Spot Welding
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Stresses and Strains in Main Gas Pipelines due to Ramifications
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Pre-Cambering in Steel and Composite Bridge Structures
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Life Prediction in Two Types of Cracks at Eye-Bars of the Cantilever Bridges
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Effect of Corrosion and Cracks at the Historical Steel Bridges
p.181

Damage of Reinforced Concrete Structures due to Steel Corrosion
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Evaluation of Fracture Toughness for P355NH Steel Subjected to Thermal Cycles Simulation
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Investigation of a Camshaft Repaired by Welding Using the Vibration Signal Analysis
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Shear Strength Variation for PLmT Welded Zn Coated Advanced High Strength Steels Used in Automotive Structures in Overlap Configuration
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HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 1111Effect of Corrosion and Cracks at the Historical...

Effect of Corrosion and Cracks at the Historical Steel Bridges

Abstract:

Most of the historical steel bridges are still original and have presented a number of defects (strong corrosion, fatigue material). These fractures may be conceptually explained by the presence of irregularities along the elements, the rusted surface that may act as crack initiators and precipitate crack propagation throughout the section.

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Periodical:

Advanced Materials Research (Volume 1111)

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181-186

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.1111.181

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Online since:

July 2015

Authors:

Anamaria Feier*

Keywords:

Corrosion, Fatigue, Historical Steel Bridge, Rehabilitation

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