I have dealed with two loads types one is concentrated on column and the other is cyclic on beam and I want to ask how represent them shall I define them for two deferent steps and if i do that what the time shall be given to the column gravity load or combine the two load types in on step?
Dear Dr Thanks Please tell me : Can abaqus consider the PINCHING effect under Cyclic loading for concrete structures? if yes, please tell me HOW? I need tutorials? if yes, I ask if it considers the bond slippage between steel bras and concrete to can consider this effect?
Hello Sir, Thanks for your efforts we really appreciate it. Sir I hope you make videos based on Liquefactions simulations . because soil dynamic analysis are more helpful for us.
Hello, yes i like it but you know, it's another field i don't have much experience on. you can find the information on the other channel. If I have time, I'll try! Good luck
Hello, in my model, I used the "truss" type element for the bars, since the bars are modeled with the "wire" type. after that, I imagine that you want to model the bar as a 3D element. It's more logical in the case where the mixed concrete beam has a steel section inside. Regards!
