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

From National Research Council Canada

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  1. National Research Council of Canada. Construction
FormatText, Article
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
Peer reviewedYes
NPARC number23000981
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Record identifierda9b3609-4272-4480-ab88-67f7048b6b42
Record created2016-11-23
Record modified2020-04-22
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