I’m glad you found my content valuable. My desire to help my students and wider audience made it possible. Thanks for being part of my community on UA-cam.
@@Valera197615 absolutely, you’ll see more videos soon. At present, I’m working on basic structural behaviour. There is a playlist. Feel free to have a look.
Greetings, Dr. Qureshi You are using the abaqus in a quite unique way, I found it very interesting. I want to know how to draw a round-ended elliptical CFST column into abaqus (idea: half-circle+reactangle+half-circle)
Thanks for your kind comment. You idea is correct. You may want to have a look at a paper from my PhD supervisor (2007-2010) Prof Dennis Lam, "Flexural behaviour of round-ended CFST members: Testing, numerical analysis, and design" www.sciencedirect.com/science/article/abs/pii/S0143974X24002281
greeting sir, the way you explain how did get those that make more sense, understandable, by using abaqus software, I thanx a lot, and looking more practical lectures on different shape steel columns analysis.
@@walaahr9695 I think for thin shell elements probably one digit after decimal will do the job fairly accurately. Make sure the sectional dimensions are in mm.
I have a problem to connect a rigid wire to 3D wire beam element. I find many tutorial about how to constraint a rigid body to 3D solid. However it seems the prcedure diffrent in 3D wire? I wish if you could just give me some hint or refer me to another vedio?? Thank you so much for shearing!
@@DrJQureshi Thank you for your willingness to help me. I intent to conduct a parametric study on torsional lateral buckling, focusing on how the stiffness of lateral support affects the LTB phenomenon. In this study, I am using 3D deformable beam elements, and the loads are applied to the neutral axis nodes. To include the significant effect of the load level, I intend to apply both the load and a spring to the upper flange. Initially, I simulated this setup by "welding" columns to the nodes, which worked well. However, when I attempted to use 3D discrete rigid elements instead of columns and connect them to the deformable beam, I encountered error messages.
Thanks for your kind suggestion. I’ll slow down in future videos. It is just the editing process that makes the pace of the video fast. Please see my other videos and let me know which one do you think is at the right pace.
@@Abzino044 Thanks for kind words. I'm learning myself. So, the initial videos will not be of very high editing quality, but they do the job, i.e. to help people.
Thank you Dr. Qureshi for your excellent videos. I have taken the liberty of replicationg your video in the 3DEXPERIENCE platform. I will do a few more of these and I hope you don't mind. Here is the link for the EHS video. ua-cam.com/video/ojK2SL8D0N8/v-deo.html
Thanks for kind comments Dr Zamani. I’m impressed with the excellent work you are doing on your channel. Yes, please feel free to use my videos. This will be helpful to more people. I believe in inclusive engineering education.
You can now download all lecture material and modelling files at tinyurl.com/JQureshiABAQUS
Really glad to find your channel!
Thank you
informative videos ever found on UA-cam, please continue we are looking forward more from you
I’m glad you found my content valuable. My desire to help my students and wider audience made it possible. Thanks for being part of my community on UA-cam.
@@DrJQureshi appreciated sir
Looking forward to much more tutorials.
Many thanks, I'll upload a tutorial on buckling of steel square hollow columns later today.
Looking forward to the next lesson.
@@Valera197615 absolutely, you’ll see more videos soon. At present, I’m working on basic structural behaviour. There is a playlist. Feel free to have a look.
@@DrJQureshi Thanks!!!!!!!!!!
wonderful tutorial :)
Thanks, I’m glad you found it useful.
Sorry on 13.35 the object turn Pink and I can’t follow your tutorial
As mesh controls were not assigned yet, that was why part was pink. If you go mesh control and assigned structured mesh, it will turn green.
Greetings, Dr. Qureshi
You are using the abaqus in a quite unique way, I found it very interesting.
I want to know how to draw a round-ended elliptical CFST column into abaqus (idea: half-circle+reactangle+half-circle)
Thanks for your kind comment. You idea is correct. You may want to have a look at a paper from my PhD supervisor (2007-2010) Prof Dennis Lam, "Flexural behaviour of round-ended CFST members: Testing, numerical analysis, and design"
www.sciencedirect.com/science/article/abs/pii/S0143974X24002281
greeting sir, the way you explain how did get those that make more sense, understandable, by using abaqus software, I thanx a lot, and looking more practical lectures on different shape steel columns analysis.
@@kiddramas3148 I’m humbled by your kind comment. It is my pleasure to be of any help to young engineers.
Thanks Dr.,
I need to cancel the rounding when drawing the parts , can you help me?
Thanks for the comment. What do you mean by rounding? Are you talking about rounding of digits of the section dimensions?
@@DrJQureshi yes, I need to enter 3 digites of dimmension
@@walaahr9695 I think for thin shell elements probably one digit after decimal will do the job fairly accurately. Make sure the sectional dimensions are in mm.
@@DrJQureshi Thanks alot
Thanks!!!!!!!
Always happy to help!
I have a problem to connect a rigid wire to 3D wire beam element. I find many tutorial about how to constraint a rigid body to 3D solid. However it seems the prcedure diffrent in 3D wire?
I wish if you could just give me some hint or refer me to another vedio?? Thank you so much for shearing!
I don’t have any video to refer to. I’ll try it myself and let you know. Let me have more details. What are you trying to model?
@@DrJQureshi Thank you for your willingness to help me. I intent to conduct a parametric study on torsional lateral buckling, focusing on how the stiffness of lateral support affects the LTB phenomenon. In this study, I am using 3D deformable beam elements, and the loads are applied to the neutral axis nodes. To include the significant effect of the load level, I intend to apply both the load and a spring to the upper flange. Initially, I simulated this setup by "welding" columns to the nodes, which worked well. However, when I attempted to use 3D discrete rigid elements instead of columns and connect them to the deformable beam, I encountered error messages.
@@Ein4alle Let me look into it. I'll get back to you, but there will be delay in my response as I'm annual leave currently.
@@DrJQureshi The problem is solved. Thanks for your assist!
Thank you for the informative videos. But the way you explain things is so fast 😂
Thanks for your kind suggestion. I’ll slow down in future videos. It is just the editing process that makes the pace of the video fast. Please see my other videos and let me know which one do you think is at the right pace.
You can pause the video my friend any time. Rewind etc... I couldn't do that during live lectures lol. Still looking forward to learning some more!
@@Abzino044 Thanks for kind words. I'm learning myself. So, the initial videos will not be of very high editing quality, but they do the job, i.e. to help people.
Thank you Dr. Qureshi for your excellent videos. I have taken the liberty of replicationg your video
in the 3DEXPERIENCE platform. I will do a few more of these and I hope you don't mind. Here is the link for the EHS video.
ua-cam.com/video/ojK2SL8D0N8/v-deo.html
Thanks for kind comments Dr Zamani. I’m impressed with the excellent work you are doing on your channel. Yes, please feel free to use my videos. This will be helpful to more people. I believe in inclusive engineering education.