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June 6, 2020 at 9:02 pm
Andreyteston
SubscriberHello, members.
I would like to use the constitutive model for concrete by Tao (2013), which has a descending part after the maximum stress on the stress-strain relationship.
When I am using a theoretical constitutive model, as an example I can use the constitutive model present on the Eurocode, illustrated below. Is it necessary to convert theoretical stress-strain curves to true sreess-strain curves?
I wonder if any member could help me.
Regards
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