Cargando…
A Markov chain-based model for structural vulnerability assessmentof corrosion-damaged reinforced concrete bridges
The deterioration and cracking of reinforced concrete (RC) bridges due to the chloride-induced corrosion of steel reinforcement is an inherently time-dependent stochastic phenomenon. In the current practice of bridge management systems, however, the determination of the condition states of deteriora...
Autores principales: | Dizaj, Ebrahim Afsar, Padgett, Jamie E., Kashani, Mohammad M. |
---|---|
Formato: | Online Artículo Texto |
Lenguaje: | English |
Publicado: |
The Royal Society Publishing
2021
|
Materias: | |
Acceso en línea: | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC8215375/ https://www.ncbi.nlm.nih.gov/pubmed/34148415 http://dx.doi.org/10.1098/rsta.2020.0290 |
Ejemplares similares
-
Life-cycle cost analysis for protection and rehabilitation of concrete bridges relative to reinforcement corrosion /
por: Purvis, Ronald L.
Publicado: (1994) -
The Non-Destructive Test of Steel Corrosion in Reinforced Concrete Bridges Using a Micro-Magnetic Sensor
por: Zhang, Hong, et al.
Publicado: (2016) -
Effect of Stray Current on Corrosion and Calcium Ion Corrosion of Concrete Reinforcement
por: Yang, Weijun, et al.
Publicado: (2022) -
Reinforcement Corrosion Testing in Concrete and Fiber Reinforced Concrete Specimens Exposed to Aggressive External Factors
por: Raczkiewicz, Wioletta, et al.
Publicado: (2023) -
Concrete Cover Cracking and Reinforcement Corrosion Behavior in Concrete with New-to-Old Concrete Interfaces
por: Zhang, Juhui, et al.
Publicado: (2023)