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Take a look at the references below for modeling approach using MVLEM. Orakcal, K., Wallace, J. W., and Conte, J. P. (2004). “Flexural modeling of reinforced concrete walls: Model attributes.” ACI Struct. J., 101(5), 688–698. Orakcal, K., and Wallace, J. W. (2006). “Flexural modeling of reinforced c...

Hi all,

I am getting different results when I run some example with Concrete02 using debug versus release mode. In debug mode the code actually converges to a wrong value. Anyone has any suggestions how to find out what is causing this?

Thank you.

Kristijan

Thank you for your note. I really appreciate that you found this error in SteelMPF. I have ran your example in the source code and I found the bug. I will communicate with OpenSees developers to fix it, and hopefully SteelMPF will work correctly in next release of OpenSees. Please let me know if you...

Hi, 1) There are 17 nodes to match the location of elements with instrumentation in the wall so we can do 1-to-1 strain comparison. You dont HAVE to use this many elements. probably 4-5 would give you very similar result. 2) I am not sure if I understand your question. The element is a 2-node (contr...