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?
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
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, 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!
That 's great video. I think it will more better, if you draw curve stress-strain or verify result. Best wish.
thanks for your comment! I'll try my best
well explain sir ,....i waiting for ur great tutorials
thank you!
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?
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
@@vandangtran6454 Thank you sir, got it
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?
Yes, i suppose that. it all depends on your definition of the behavior of material
How to connect rebar modelled as Beam element to solid concrete with tie constraint?
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!
It's great. can you share me the input information?
28:00
fb0/fc0 should be equal to = 1.16
k = 0.667
I think you mixed them up
i love you man
i freaking love you
thanks!
god dammit i hate doing this but wish me luck I will complete my college. ill be back if I did, anyway thx for the vid
Well explaine sir
thank you!
Your provided online training class
@@krishnajagadeesh6307 No, I don't. but I'm trying to give examples to everyone who may need
Please send your email ID sir I will send my geometry file please make one vedieo sir about my design
@@krishnajagadeesh6307 tranvandang3985@gmail.com
interaction 32:02
Hello, more precisely, it is the fact that steel is embedded in concrete. So, any deformation of the steel is related to that of the concrete.