Effect of FRP retrofitting on post-blast axial capacity of reinforced concrete columns

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Proceedings titleAnnual Conference - Canadian Society for Civil Engineering (2015)
ConferenceCanadian Society for Civil Engineering Annual Conference 2015: Building on Our Growth Opportunities, May 37-30, 2015, Regina, Saskatchewan
SubjectConcrete construction; Concretes; Shock testing; Shock tubes Axial capacity; Blast events; CFRP laminate; Critical zones; FRP retrofitting; Reinforced concrete column; Testing environment; Ultimate load capacity
Publication date
PublisherCanadian Society for Civil Engineering
AffiliationNational Research Council Canada; Construction
Peer reviewedYes
NPARC number23000981
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Record identifierda9b3609-4272-4480-ab88-67f7048b6b42
Record created2016-11-23
Record modified2017-07-05
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