Corrosion and shear cracking are frequently observed near supports of pretensioned bridge girders in coastal climates, so non-linear finite element analysis was used to study the effect of corrosion on shear performance in a real case study. Varying degrees of corrosion and various locations (top strands, bottom strands, vertical stirrups and girder-slab interface) were considered. The analyses included construction phases, concrete creep and shrinkage, and the effects of corrosion on the properties of prestressing and reinforcing steel, concrete, and the bond between concrete and reinforcement. The study shows that high (20%) corrosion in the bottom layer of strands can modify the failure mode from concrete crushing in the web to strand sl...
In the present approach the modelling of the corrosion process itself is avoided and only the effect...
In the present approach the modelling of the corrosion process itself is avoided and only the effect...
Steel corrosion is mainly at fault for the trend of deterioration among U.S. infrastructure—namely, ...
The thesis contains shear capacity calculations of the structural beams in The Hulvågen Bridge, a co...
AbstractCorrosion damage is developed in web plates of main I-girder ends nearby supports in aging s...
Righman McConnell, Jennifer E.Current analysis techniques do not acknowledge the existence of load r...
The objective of this thesis is to model the strength losses due to corrosion of steel in concrete b...
AbstractThe quality and the durability of the concrete structures are affected by lots of degradatio...
In this paper, a nonlinear finite element model of a full scale bridge (Örnsköldsvik bridge, Sweden)...
This research project considers the design of a simple straight I-girder subject to section loss due...
One of the crucial factors that could terminate the service life of a steel bridge is corrosion. Sin...
The objective of this thesis is to develop a corrosion damage model to measure and predict the perfo...
Two of important factors in longevity of prestressed concrete bridge girder are the effect of corros...
It is important to be able to calculate how the load-carrying capacity of concrete structures is aff...
Corrosion of the steel rebar is one of the major deterioration mechanisms of reinforced concrete str...
In the present approach the modelling of the corrosion process itself is avoided and only the effect...
In the present approach the modelling of the corrosion process itself is avoided and only the effect...
Steel corrosion is mainly at fault for the trend of deterioration among U.S. infrastructure—namely, ...
The thesis contains shear capacity calculations of the structural beams in The Hulvågen Bridge, a co...
AbstractCorrosion damage is developed in web plates of main I-girder ends nearby supports in aging s...
Righman McConnell, Jennifer E.Current analysis techniques do not acknowledge the existence of load r...
The objective of this thesis is to model the strength losses due to corrosion of steel in concrete b...
AbstractThe quality and the durability of the concrete structures are affected by lots of degradatio...
In this paper, a nonlinear finite element model of a full scale bridge (Örnsköldsvik bridge, Sweden)...
This research project considers the design of a simple straight I-girder subject to section loss due...
One of the crucial factors that could terminate the service life of a steel bridge is corrosion. Sin...
The objective of this thesis is to develop a corrosion damage model to measure and predict the perfo...
Two of important factors in longevity of prestressed concrete bridge girder are the effect of corros...
It is important to be able to calculate how the load-carrying capacity of concrete structures is aff...
Corrosion of the steel rebar is one of the major deterioration mechanisms of reinforced concrete str...
In the present approach the modelling of the corrosion process itself is avoided and only the effect...
In the present approach the modelling of the corrosion process itself is avoided and only the effect...
Steel corrosion is mainly at fault for the trend of deterioration among U.S. infrastructure—namely, ...