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Time-Dependent Probabilistic Capacity Assessment of a Prestressed Concrete Pile in a Spatially Varying Corrosive Marine Environment Using Detailed Finite Element Methods
This study aims to provide a comprehensive method for modeling and analyzing prestressed concrete substructure elements, specifically wharf piles, subjected to chloride-induced corrosion. Fully understanding this process is crucial to capturing uncertainties in structural response and providing accurate predictions of its time-dependent degradation mechanisms. A probabilistic modeling framework and detailed finite element model and analysis are employed to explore these effects. Results indicate a high degree of uncertainty captured by the spatial and time-dependent modeling techniques in addition to stress corrosion cracking and brittle failures modes observed in the finite element analysis.
Time-Dependent Probabilistic Capacity Assessment of a Prestressed Concrete Pile in a Spatially Varying Corrosive Marine Environment Using Detailed Finite Element Methods
This study aims to provide a comprehensive method for modeling and analyzing prestressed concrete substructure elements, specifically wharf piles, subjected to chloride-induced corrosion. Fully understanding this process is crucial to capturing uncertainties in structural response and providing accurate predictions of its time-dependent degradation mechanisms. A probabilistic modeling framework and detailed finite element model and analysis are employed to explore these effects. Results indicate a high degree of uncertainty captured by the spatial and time-dependent modeling techniques in addition to stress corrosion cracking and brittle failures modes observed in the finite element analysis.
Time-Dependent Probabilistic Capacity Assessment of a Prestressed Concrete Pile in a Spatially Varying Corrosive Marine Environment Using Detailed Finite Element Methods
Schmuhl, Daniel T. (author) / Shafieezadeh, Abdollah (author)
Structures Congress 2015 ; 2015 ; Portland, Oregon
Structures Congress 2015 ; 1457-1469
2015-04-17
Conference paper
Electronic Resource
English
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