Imdad, thank you for your interest in our channel. We don't work on steel-concrete shear studs area so I will refer you to some other videos and resources. Please also keep subscribing to our channel for any new content relevant to your future work.
Thank you for your suggestion. We have quite a few videos on shear failure modeling, including this one. I am sure we will create new ones in the near future.
Dear Dr Thanks But, please tell me : 1- How CDP can capture the shear stress reduction of concrete ? I think that CDP do not contain any parameter to model this feature. 2- How to model the bond slippage between bars and concrete in Abaqus rather than using connectors because it hasvery hard work> ? thanks
Thank you for your interest in our video. These are great questions that would require some research. I suggest you search/review program documentation and Abaqus specific modeling guidelines published by NCHRP and other institutions.
This video is very helpful. Thank you very much. However, in this video, the interaction between steel rebars and concrete was assumed to be perfectly tied. Could you please make a video about how to consider the bond-slip behavior between steel reinforcement and concrete? Thank you.
Thanks for support
Please share if any videos on fatigue analysis of headed stud shear connectors in steel concrete composite beams sir
Imdad, thank you for your interest in our channel. We don't work on steel-concrete shear studs area so I will refer you to some other videos and resources. Please also keep subscribing to our channel for any new content relevant to your future work.
Dr. Guner please have more videos in that case shear failure
Thank you for your suggestion. We have quite a few videos on shear failure modeling, including this one. I am sure we will create new ones in the near future.
@@SerhanGuner thanks
Dear Dr
Thanks
But, please tell me :
1- How CDP can capture the shear stress reduction of concrete ? I think that CDP do not contain any parameter to model this feature.
2- How to model the bond slippage between bars and concrete in Abaqus rather than using connectors because it hasvery hard work> ? thanks
Thank you for your interest in our video. These are great questions that would require some research. I suggest you search/review program documentation and Abaqus specific modeling guidelines published by NCHRP and other institutions.
This video is very helpful. Thank you very much. However, in this video, the interaction between steel rebars and concrete was assumed to be perfectly tied. Could you please make a video about how to consider the bond-slip behavior between steel reinforcement and concrete? Thank you.
Thank you, Ridho. Great suggestion. Hopefully we can find some free time to cover bond-slip as well.
@@SerhanGuner Thank you very much for your response, sir. We are waiting for your next videos.