Hi!
I am looking for the relation to compute ultimate strain for the concrete04 model.
The relation I have is:
ecu = 0.004 + 0.9*%a*(fy/300) (mod.Scott,Park & Priesteley)
(fy in N/mm2)
(%a is the shear reinforcing bars percentage)
but its values seem to be so low...
Any suggest? (sorry for mistake!)
Thanks!
ecu in Concrete04 model
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