cyclic loading analysis for steel beam using Abaqus ( English audio explanation)

[@amrounesalah8706]

Thanks a lot for sharing this video.

[@mohammadebrahimian1996]

Hi, thank you very much for your helpful video.❤

[@stevenmwandenga4499]

Can this cyclic loading be done on an imported model and what is the criteria??

[@lintapaul3108]

Sir
I'm doing CFST column steel beam joint connected with bolted connection subjected to cyclic loading at beam end
After running I'm not getting strength degradation portion in the result
In property module, I have given elastic and plastic property with combined hardening
Still I'm not getting strain softening region
Please help.

[@giangvu6712]

This is a very interesting model. But I don't understand U2 you set the value to 5. What does it mean? I see a load-displacement chart, where displacement is up to 25

[@frenktanica]

u2 is the reference displacement, how much you then write the amplitude values, these are a function of your U2, example 0x5=0 , 2.5x5=12.5, -5x5=-25. To get 5mm as the final value then you put in the amplitude 1, i.e. 1x5=5 I hope I have explained clearly

[@sarahnajm2533]

great job , can you do to us additive manufacture model

[@aouiched9613]

I see that you watched the video of Akmed Alkady great but for the amplitude -5 to make as him time 0.9 is not clear at all

[@mahmoudinoureddine5993]

Please can you sent me the oroprieties machanical

[@imdadimmu8741]

Thanks for support sir

[@tech0151]

Great with the vice even better

[@engrmohsin588]

Please share me email

[@Abaqus_basic]

[e-mail]

[@engrmohsin588]

@@Abaqus_basic thank you I send you email kindly check it sir