مشروع البحث:
BEHAVIOUR OF CONTINUOUS CONCRETE BEAMS REINFORCED WITH HYBRID GFRP/STEEL BARS

صفحة عناصر بسيطة
dc.contributor.advisorUniversity of Bradford
dc.date.accessioned2024-12-16T10:45:17Z
dc.date.available2024-12-16T10:45:17Z
dc.descriptionUnlike GFRP reinforced concrete beams, the hybrid and steel reinforced concrete beams failed in a favourable ductile manner and demonstrated narrow cracks and smaller deflections compared to the GFRP-reinforced control beam
dc.description.abstractAn investigation on the application of hybrid glass fibre reinforced polymer (GFRP) and steel bars bars as longitudinal reinforcement for simple and continuous concrete beams is presented. Three simply and eleven multi-spans continuous reinforced concrete beams were constructed and tested to failure
dc.identifier326
dc.identifier.urihttps://dspace.academy.edu.ly/handle/123456789/918
dc.subjectSTEEL BARS
dc.titleBEHAVIOUR OF CONTINUOUS CONCRETE BEAMS REINFORCED WITH HYBRID GFRP/STEEL BARS
dspace.entity.typeProject
project.endDate2017
project.funder.nameالهندسة
project.investigatorالمهدي محمد المهدي
project.startDate2016
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الرسائل العلمية والمشاريع