Évaluation sous charges statiques de glissières de ponts de type PL-2 et PL-3 en béton renforcé avec de l'armature en matériaux composites
Our very particular environmental conditions place our concrete bridge barrier walls in a very aggressive environment from which an acceleration of the process of corrosion of the steel reinforcement and possibly the bursting of the concrete will occur. This degradation seriously damages the structu...
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| Language: | French |
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Université de Sherbrooke
2000
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| Online Access: | http://savoirs.usherbrooke.ca/handle/11143/1071 |