Evaluating the Effects of Spalling on the Capacity of Reinforced Concrete Bridge Girders
Corrosion of the reinforcing steel is a primary deterioration mechanism for reinforced concrete bridges. Heavy use of de-icing salts is believed to be a major contributor in Ontario to severe girder soffit spalling in certain cases. This thesis develops an assessment methodology to evaluate spalled...
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| Language: | en |
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2011
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| Online Access: | http://hdl.handle.net/10012/6229 |