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dc.contributor.advisorBenmokrane, Brahimfr
dc.contributor.authorBeaumier, Éricfr
dc.date.accessioned2014-05-14T16:33:58Z
dc.date.available2014-05-14T16:33:58Z
dc.date.created2000fr
dc.date.issued2000fr
dc.identifier.isbn0612672433fr
dc.identifier.urihttp://savoirs.usherbrooke.ca/handle/11143/1071
dc.description.abstractOur 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 structural integrity of the barrier walls, reduce their capacity of shock resistance and their lifespan. An experimental program of static tests on barrier walls of the types PL2 and PL3 reinforced with composite material was undertaken at the department of civil engineering of the university of Sherbrooke. The initial stage consisted in carrying out theoretical and comparative analysis on barrier walls of the types PL2 and PL3 reinforced with Isorod bars. The steel and Isorod reinforcements, as well as the concrete were analysed with electric gauges to measure the deformations according to the load applied."--Résumé abrégé par UMIfr
dc.language.isofrefr
dc.publisherUniversité de Sherbrookefr
dc.rights© Éric Beaumierfr
dc.titleÉvaluation sous charges statiques de glissières de ponts de type PL-2 et PL-3 en béton renforcé avec de l'armature en matériaux compositesfr
dc.typeMémoirefr
tme.degree.disciplineGénie civilfr
tme.degree.grantorFaculté de géniefr
tme.degree.levelMaîtrisefr
tme.degree.nameM. Sc. A.fr


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