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Strength of Short Concrete Columns Confined with CFRP Sheets
Sat, 2013-03-30 15:56 - mou
Hi everyone,
i'm working with ABAQUS and a new user. i have modelled CFRP confined concrete columns of different shapes. The results found are satisfactory but as i modelled CFRP as linear elastic material so the load displacement curve goes up and up. how can i provide an end to it?
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