Staged failure mechanism of aged RC beam-columns subjected to corrosion loads using simplified nonlinear finite element model

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  1. National Research Council of Canada. Construction
FormatText, Article
ConferenceStructures Congress 2014, April 2-5 2014, Boston, MA, USA
Subjectultimate capacity; seismic; corrosion; finite element method; nonlinear analysis; residual capacity
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Peer reviewedYes
NRC numberNRC-CONST-56166
NPARC number21275367
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Record identifier38572625-6fad-46ea-83bd-55ca4293d0bf
Record created2015-06-16
Record modified2020-04-22
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