RECTANGULAR FIBER SECTION
Posted: Tue Sep 10, 2024 7:48 pm
Dear STKO,
I watched the webinar about distributed plasticity.
I understand that if I want to consider the influence of stirrups, I only specify concrete material for cover, leaving core blank.
I then get a stress-strain response with a Mander model and this is the cross section I assign to my columns.
Now i Have 2 questions:
1
I would like to consider the effect of stirrups at the same time, but I would like to distinguish between different strengths for the concrete cover and the core.
E.g. concrete C20/25 for the concrete cover and C30/37 for the core (Eurocode )
(just making two materials) + the Mander MOdel
I know that if I assign material for core and cover at the same time the plot disappears.
Does this then mean that I do not take into account the influence of stirrups>?
2.
How can I extract data from this graph? When defining the material itself and using the material tester, there is an option to export the data. In this case, I have to copy the graph which is a bit unreadable.
Best regards
I watched the webinar about distributed plasticity.
I understand that if I want to consider the influence of stirrups, I only specify concrete material for cover, leaving core blank.
I then get a stress-strain response with a Mander model and this is the cross section I assign to my columns.
Now i Have 2 questions:
1
I would like to consider the effect of stirrups at the same time, but I would like to distinguish between different strengths for the concrete cover and the core.
E.g. concrete C20/25 for the concrete cover and C30/37 for the core (Eurocode )
(just making two materials) + the Mander MOdel
I know that if I assign material for core and cover at the same time the plot disappears.
Does this then mean that I do not take into account the influence of stirrups>?
2.
How can I extract data from this graph? When defining the material itself and using the material tester, there is an option to export the data. In this case, I have to copy the graph which is a bit unreadable.
Best regards