Bond and Development Length in Concrete Beams with Exposed Reinforcement
Corrosion of steel reinforcement in Ontario bridges is causing severe soffit spalling in many situations. These spalled areas are often located within the lap splices and curtailment zones of the primary reinforcement. This can lead to inadequate bar development lengths and the possibility of failur...
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| Language: | en |
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2013
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| Online Access: | http://hdl.handle.net/10012/7882 |