An example describing how to introduce a reinforcement into concrete structure
Пікірлер: 30
@civilacademia38314 жыл бұрын
I have simulated same models for reverse cyclic loading but due to copy right issue i am not able to upload until research paper publication. I hope i can quickly upload all, once the paper is submitted.
@palashdas8234 жыл бұрын
well explain sir ,....i waiting for ur great tutorials
@vandangtran64544 жыл бұрын
thank you!
@nguyenanht.30663 жыл бұрын
That 's great video. I think it will more better, if you draw curve stress-strain or verify result. Best wish.
@vandangtran64543 жыл бұрын
thanks for your comment! I'll try my best
@bashirahmadrasheedy10812 жыл бұрын
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.
@vandangtran64542 жыл бұрын
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
@bashirahmadrasheedy10812 жыл бұрын
@@vandangtran6454 Thank you sir, got it
@muricamarine94733 жыл бұрын
i love you man i freaking love you
@vandangtran64543 жыл бұрын
thanks!
@krishnajagadeesh63074 жыл бұрын
Well explaine sir
@vandangtran64544 жыл бұрын
thank you!
@krishnajagadeesh63074 жыл бұрын
Your provided online training class
@vandangtran64544 жыл бұрын
@@krishnajagadeesh6307 No, I don't. but I'm trying to give examples to everyone who may need
@krishnajagadeesh63074 жыл бұрын
Please send your email ID sir I will send my geometry file please make one vedieo sir about my design
@vandangtran64544 жыл бұрын
@@krishnajagadeesh6307 tranvandang3985@gmail.com
@amrmasoud55803 жыл бұрын
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?
@vandangtran64543 жыл бұрын
Yes, i suppose that. it all depends on your definition of the behavior of material
@shadymostafa9375 Жыл бұрын
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?
@daifukumochi3686 Жыл бұрын
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
@structurelearninghub33404 ай бұрын
How to connect rebar modelled as Beam element to solid concrete with tie constraint?
@vandangtran64543 ай бұрын
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!
@haulehuynhquang66722 жыл бұрын
It's great. can you share me the input information?
@brnsndr2000 Жыл бұрын
28:00 fb0/fc0 should be equal to = 1.16 k = 0.667 I think you mixed them up
@daifukumochi3686 Жыл бұрын
interaction 32:02
@vandangtran6454 Жыл бұрын
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.