Thank you, professor, for this valuable information. i have a one question, I want to restrain an RC beam for a different end stiffness value. What type of connector will I use?

Thank you Doctor for the very informative lecture! Please, would it be possible to make a lecture about the bond-slip between concrete and steel bars using translators instead of cohesive elements? There are many articles indicating the effectiveness of translators over the cohesive elements in the bond-slip behavior. Thanks again!!

Informative content.Thanks, Professor.

hi pro can you help me, how to define bond slip between concrete and renforcement using translator?

Thanks, Professor. I noticed that everybody is talking about generating wire to define a connector. What if the two wires represented here by the beam are in contact with each other, i.e. have a shared node (wire length=0). Can you use that node as a connector point?

Dear Sir.

Thank you for the information can you give information on how to model a helcoidal joint in motion [screw and nut]