我是一名来自中国湖南的硕士研究生，我非常喜欢Ansys，在寻找教程的时候发现了您的视频，看完之后我觉得很教程很详细，英语口语语法很简单很通俗易懂，非常感谢您的教程！ I am a master student from Hunan, China. I really like Ansys. I found your video when I was looking for a tutorial. After reading it, I found the tutorial very detailed. The English oral grammar is very simple and easy to understand. Thank you very much !
You are the only one who explains Why, Where, When, What and how. !! Your videos are the complete package, Provide a fundamental understanding. Thank you for your efforts.
This is actually great! I am learning ANSYS for my own pleasure and I am using the 18.2 version. I do not have any books for it and did not know where to start, so I looked it up here on UA-cam and stumbled on this video. This is just what I needed. Thank you so very much! (PS: I am now following you so I can watch your other tutorials and also because you are awesome and give clear explanations in your tutorials! (well, on this one you did.) Thanks again! )
very nice explanation sir......perfect use of all tools for project work..... sir i frequently use ansys for my project work ....and i always have a problem regarding MESHING of geometry (each mesh giving a different result) so it would be very helpful if you upload a video on meshing (its types and application etc...) ....thank you sir
+prashant mali hi thanks for your comment. You can try to use the convergence tool so that ansys will automatically refine the mesh for you to converge the results. I could do a video on this, but i wonder how many other people would want the same video. Viewers, please like this comment if you want a video on just meshing! Thanks.
@@drdalyo We would definetely love to see a video on meshing of structures and a brief explanation of what kind of elements to use when? Thanks a lot and keep up the good work. God Bless!
Tnx! very helpfull. just make a little pause before clicking on something to make it more easy to follow for someone who has no idea what option is under what tab or so...
+Damoon Rastegar people dont seem to like long videos, thats why it is quick. You can pause it on your own and rewatch it i guess if you missed something. Sorry about that!
Great tutorial! Very helpful to a beginner like me. One minor point: the equivalent stress (Von Mises) is not zero on the neutral axis because the shear stress is present on the neutral axis.
I believe the stresses in the ends at the neutral axis are not 0 because of the shear stresses, isnt it? Very good video, easy to understand the tutorial!!
Thank you for this video. I think that you have to use BC "diplacement as Ux=0 Uy=0 Uz=0" at the one end point where you used "fixed support". Because this end point on beam is NOT cantilever joint.
+Il Kacar its been awhile since i posted the video, but if i remember, i probably used a fixed support along a line, which means that by default there is no restriction on rotation and only displacement. If i selected the FACE of the end of the beam, then this will restrict it in all displacement and rotation. Thanks for the question!
DrDalyO, your tutorials are the best I've found on youtube on ANSYS. If you could please make a video how to model a bolted connection (for example, steel bolted connection) that'd be really appreciated. If not, could you please help to show quickly how to model contact between the bolt and the hole ?
+Tien Cuong Thank you very much for the nice comment. Its comments like these that inspire me to share more. A video on a bolted connection is very interested for me to show as well, I will put it on my list. In the meantime, I prepared a simple example for you in ANSYS v.15. I hope with this you can have a look at how I prepared it, such as the geometry, connections, mesh, etc. and that it will help you in the meantime untill I post a video. Thanks again. Here is the file: goo.gl/oTWf7s
+DrDalyO Awesome ! and Thanks very much for that. I'll download it today and give it a try ! I am sure that your channel will attract lots of people from all over the globe ! Thanks again for your hard work and sharing !
DrDalyO Thank you so much for your reply. My next question if you don't mind is why do you have 5N/mm as line pressure for hand calculation and on ANSYS, the surface force input as 5000N
Hi! this was the best ANSYS tutorial I've ever seen. Can you please post a video on importing/exporting CAD files into the modeler? What ever I do all I get is an error message. Appreciate your help!
+Akshaya Ramachandran I appreciate your nice comment! You have to import it and then in design modeler hit the generate button, or in project view, right click and update it. if it gives you an error, then the geometry file type cant be imported, meaning you have to convert your model to another extension. some basic ones are .SAT or .IGES or .STP or .X_T for parasolid. Thanks for watching! please subscribe!
Hello Sir, I have just started learning ansys static structural. I found your video very helpful. I understood most of the things from this video but can't understand some things. 1. What is the purpose of adding convergence? 2. How to we know that our mesh(default) is good or bad? 3. What happens if we increase or decrease %age(allowable change) in convergence? I will be waiting for your reply. Thanks
The purpose of adding convergence is to answer your second question. By using convergence you will know when you mesh is good within a certain error (% allowable change). So by adding convergence, ansys will continually refine the mesh (you have to set the number of maximum refinement loops) untill the allowable change has been met. So as an example, say the first mesh gives a max stress results of 50MPa with a coarse mesh. Then it automatically refines the mesh and solves again, naturally the max stress value should increase so say now its 60MPa. The % change in the value is now 20%. If you set the % allowable change to 20%, the solver will stop, if its less, say 1%, then the solver will continue to refine the mesh untill the difference between the previous results and the current results is 1% or less. hope this helps!
Thank you very much for your great work, clear and useful tutorials and for answering our questions. I'm so happy to have found your channel. Best regards, Zrinka
Sir, your video is very helpful and informative. Thank you very much for this. I am a beginner in ANSYS and having great trouble in extracting mass and stiffness matrices from ANSYS workbench to MATLAB. I need to use a reduced order modelling technique to reproduce the results using the FE model generated in ANSYS workbench. If you make a video on that it would be very helpful for everyone.
Thank you! It does matter where you place the force. In this case I am applying a uniformly distributed load on the top surface. This means that the force is evenly distributed over the whole face that I selected.
Hi, I wonder why we use "fixed support" in this case? Isn't Fixed Support restricting all 6 degrees of freedom, while the supports in this diagram are restricting translational motion only?
I do not recall the details, but if you use fixed support on an edge, it will not restrict rotation. If you fix a face, it will restrict all motion, translation and rotation (UX, UY, UZ, RX, RY, RZ). So depending on how you would like to restrict your geometry you can change the boundary conditions as you wish.
Please make video of steel truss bridge model with all relevant loads and knowledge of vibration analysis including mentioning the failure modes with tir remedies etc
Thank you very much for the best tutorial, it will be great if you could make the video how to use commands on ansys workbench. I have a problem with defining the properties of piezoelectric material. By the way, I have to say "Thank you" to you again for more information and understanding of doing ansys workbench model. Best Regard
+Keerati Chuennaithum Please see my other video on cast iron where I use a command object to define the nonlinear material properties. If the material database properties are not enough, you could always use this method to define more sophisticated properties as an APDL command. Please see the video here: ua-cam.com/video/dLPa3TOW-20/v-deo.html Please check out my other videos as well! Thanks! subscribe!
DrDaly0, I have been following all your ANSYS tutorials and I think its the best available in the internet. But I wonder whether would you be able to upload a video on modelling and analysing a reinforced concrete beam because I don't know how to add beam longitudinal and shear reinforcements.
+Sivaraman Kiran Hi, thank you for the comment! Im not sure if I will do a video on a reinforced concrete beam, but it is a good idea. If I have the time I will do it. Thanks.
+Sivaraman Kiran i am also interested how to model and simulate reinforced concrete beam, please DrDalyo teach us how to make it.. thank you and more power.
Excuse me, sir. In video 12:58 how can I set the scale of length in tabular data. For example If I want to see the deflection at 120 mm how to set it sir.
Hi DrDalyo, Thanks a lot for the awesome video. I got confused how to put hydrodynamic added mass along the height of the dam. I need to model seismic deformation analysis for rock fill dam. I have two questions: 1. How to add engineering material( a. clay, b. rock)? 2. How can I input the different values of hydrodynamic added mass in respective height of crest from base of the dam?
This was absolutely brilliant. Thankyou for taking the time to do it. I used ANSYS for my MSc dissertation but I never used it to its full potential. Where did you get your beam spreadsheet from? It looks really useful for quick calcs?
HI DR dalyo thanks for your effort its really helps me a lot on my project, i do the same steps you have been make for beam, the thing i change to simply supported pipe and its work properly, more over i want to make insulation and i dont know how add. plz replay to me as soon as possible.
Hi, thanks for the video. You used FORCE as boundary condition, but in the given example I think that the correct load is line pressure in Ansys, isn't it? Distributed load N/m.
Hey please could u help me with what type of scale to be used and what are the difference between them, like true scale and auto scale which is the appropriate one for a particular analysis
+TylerIn2D Hey thats a good question. Not sure if i completely understood, but basically you can simplify this to a line body. so in geometry modeler, create a line, then convert to line body, then create a section for that body and apply it. in Mechanical, you can then apply line load. if you want to apply the load as specific point, you would need to split the line in your geometry, or use Nodal Load which i think is an option... dont remember. I should probably make a video on this..
Please see my part 2 video! You can split the face in geometry modeler at the desired location. This creates a « feature » that you can use for a boundary condition. In newer versions you can also set BCs on nodes, so you can manually select the nodes you want to apply BC. Hope this is clear, if not please reply.
Beautiful explanation and overview of the different tools of this software. Thanks a lot I have a question though, could you explain what is the actual need for meshing. I didn't get that. And how do we select the perfect mesh size?
Thank you very DrDalyO for this wonderful lesson. Truly appreciate it. I have been wondering how to get curvature from the Ansys. Is there any source that I can refer to? Thank you very much Dr DalyO
Hmm, you can use the Geometry tools to plot a 'path' of the deformed results along an axis, then export to Excel and determine the curvature from the raw deformation data.
@@drdalyo Thank you very much DrDalyo will into it. I was just wondering does ANSYS is able to produce a hysteresis Loop cycle? for now I manually get the result by using excel.
4 years later and still a good tutorial. Straight to the point, just what I needed, thanks :)
Steal one diary ?
我是一名来自中国湖南的硕士研究生，我非常喜欢Ansys，在寻找教程的时候发现了您的视频，看完之后我觉得很教程很详细，英语口语语法很简单很通俗易懂，非常感谢您的教程！
I am a master student from Hunan, China. I really like Ansys. I found your video when I was looking for a tutorial. After reading it, I found the tutorial very detailed. The English oral grammar is very simple and easy to understand. Thank you very much !
Even after all these years, this the best tutorial on ansys I have come across.
Wow thanks so much!!!
You are the only one who explains Why, Where, When, What and how. !! Your videos are the complete package, Provide a fundamental understanding. Thank you for your efforts.
Extraordinary piece of tutorial. Quick, informative, organizing. Hello from 2020, Georgia Tech.
Helooo Goergia Tech! Thxx
I amaze the way it is presented. excellent. straight forward information is given to the smallest detail.. keep it up. thank you so much.
+anecito silvano Thanks!
i think its the best tutorial I've seen! Not too short, not too long, but exactly what is needed. thnks a lot!
8 years later and still a good tutorial. Straight to the point, just what I needed
HI I had to pause mid way just to say that you're my new hero! Very simple and direct video, straight to the point.
This is actually great! I am learning ANSYS for my own pleasure and I am using the 18.2 version. I do not have any books for it and did not know where to start, so I looked it up here on UA-cam and stumbled on this video. This is just what I needed. Thank you so very much! (PS: I am now following you so I can watch your other tutorials and also because you are awesome and give clear explanations in your tutorials! (well, on this one you did.) Thanks again! )
+Gothangelik Wow thanks so much for your comment! I am happy it helped you out!
This was really helpful. Thank you so much. I maybe 5 years late but this is still super relevant.
Thankss!
@@drdalyo how to set roller support at both end?
An excellent tutorial! I am studying Mechanical and I found your video incredible. Congratulations from Brazil!
I think you just saved my master thesis. Thanks alot !!
Welcome!
thanks sir!!! your voice is clearly and it's not difficult to understand!
Thank you!
Great video. Quick and to the point and hit all the features and high points that result in a complete stress analysis report. Good job!
Thank you!
This is pure gem. Loving this playlist
Thanks!
very nice explanation sir......perfect use of all tools for project work.....
sir i frequently use ansys for my project work ....and i always have a problem regarding MESHING of geometry (each mesh giving a different result) so it would be very helpful if you upload a video on meshing (its types and application etc...) ....thank you sir
+prashant mali hi thanks for your comment. You can try to use the convergence tool so that ansys will automatically refine the mesh for you to converge the results. I could do a video on this, but i wonder how many other people would want the same video. Viewers, please like this comment if you want a video on just meshing! Thanks.
sir can you please upload a video of making RC beam column joint
@@drdalyo We would definetely love to see a video on meshing of structures and a brief explanation of what kind of elements to use when? Thanks a lot and keep up the good work. God Bless!
Best ansys tutorial I've seen so far. Perfectly explained and detailed. Thanks man
I wish I can tag all those college professors... so that they can learn first and then also learn What Where and How to teach ! Thanks for the video
Welcome!!
One of the bests tutorial on this topic .
I amaze the way it is presented. straight forward information is given to the smallest detail.. keep it up. thank you so much
Thanks!
Best ANSYS tutorial I've seen so far. Maximum information with perfect clarity in minimum time. Please continue loading more videos.
7 yrs old tutorial but still aewsome 💯
I should update it right!?
Very helpful for someone like me getting starting on Ansys, thx!
+successriot thx for watching!
excellent way of explanation covering minute details..
will ask u later about some problems faced in my projects..
Great tutorial to get started, thank you so much and hope you are well!
Yes thanks!
Your ANSYS videos are really amazing! Thanks, sir for these tutorials
you're amazing at what you do
thank you very much this is the first example I worked out in ansys
Great Presentation. Very helpful.
Thank you for a great tutorial! It's easy to understand and very helpful!
Tnx! very helpfull. just make a little pause before clicking on something to make it more easy to follow for someone who has no idea what option is under what tab or so...
+Damoon Rastegar people dont seem to like long videos, thats why it is quick. You can pause it on your own and rewatch it i guess if you missed something. Sorry about that!
Great tutorial! Very helpful to a beginner like me. One minor point: the equivalent stress (Von Mises) is not zero on the neutral axis because the shear stress is present on the neutral axis.
Really helpful tutorials.
Great job keep it up.
Thanks alot.
Watched on 23-Aug-2024. Still looks so good. Thanks a lot.
saving frustration, you are wonderful Sir.
Thx!
Easy to understand~ love it
I believe the stresses in the ends at the neutral axis are not 0 because of the shear stresses, isnt it?
Very good video, easy to understand the tutorial!!
Ahhh i like your video, i can understand clearly. Thank you
Thank you for this video. I think that you have to use BC "diplacement as Ux=0 Uy=0 Uz=0" at the one end point where you used "fixed support". Because this end point on beam is NOT cantilever joint.
+Il Kacar its been awhile since i posted the video, but if i remember, i probably used a fixed support along a line, which means that by default there is no restriction on rotation and only displacement. If i selected the FACE of the end of the beam, then this will restrict it in all displacement and rotation. Thanks for the question!
DrDalyO, your tutorials are the best I've found on youtube on ANSYS. If you could please make a video how to model a bolted connection (for example, steel bolted connection) that'd be really appreciated. If not, could you please help to show quickly how to model contact between the bolt and the hole ?
+Tien Cuong Thank you very much for the nice comment. Its comments like these that inspire me to share more. A video on a bolted connection is very interested for me to show as well, I will put it on my list. In the meantime, I prepared a simple example for you in ANSYS v.15. I hope with this you can have a look at how I prepared it, such as the geometry, connections, mesh, etc. and that it will help you in the meantime untill I post a video. Thanks again.
Here is the file: goo.gl/oTWf7s
+DrDalyO Awesome ! and Thanks very much for that. I'll download it today and give it a try ! I am sure that your channel will attract lots of people from all over the globe ! Thanks again for your hard work and sharing !
+Tien Cuong Thank you!
great presentation ...keep the good work thanks alot
Thx!
Thanks for this helpful tutorial, pls why did you use the minimum value of the directional deformation
Depends how you set up the coordinate systems, could be max or min depending
DrDalyO Thank you so much for your reply. My next question if you don't mind is why do you have 5N/mm as line pressure for hand calculation and on ANSYS, the surface force input as 5000N
Its really a good tutorial. Thanks for sharing!
Welcome!
great tutorial in a short time
Thanks you .
The best tutorial
This was really helpful.Thank you.
Welcome!
Nicely explained 👍
Hi! this was the best ANSYS tutorial I've ever seen. Can you please post a video on importing/exporting CAD files into the modeler? What ever I do all I get is an error message. Appreciate your help!
+Akshaya Ramachandran I appreciate your nice comment!
You have to import it and then in design modeler hit the generate button, or in project view, right click and update it. if it gives you an error, then the geometry file type cant be imported, meaning you have to convert your model to another extension. some basic ones are .SAT or .IGES or .STP or .X_T for parasolid.
Thanks for watching! please subscribe!
Very well explained and demonstrated.
thank u sir, this video is very very nice . i am just learning about Ansys.
Aaah you are the man 💪
A big thank you, I'm learning from you.
Thanks!!
This is just greatly explained!!! KUDOS!!!!
Thank you for explanation. Great didactic
Very well done. Many thanks.
Well explained, thank you so much for video 👏
Hello Sir, I have just started learning ansys static structural. I found your video very helpful. I understood most of the things from this video but can't understand some things.
1. What is the purpose of adding convergence?
2. How to we know that our mesh(default) is good or bad?
3. What happens if we increase or decrease %age(allowable change) in convergence?
I will be waiting for your reply. Thanks
The purpose of adding convergence is to answer your second question. By using convergence you will know when you mesh is good within a certain error (% allowable change). So by adding convergence, ansys will continually refine the mesh (you have to set the number of maximum refinement loops) untill the allowable change has been met. So as an example, say the first mesh gives a max stress results of 50MPa with a coarse mesh. Then it automatically refines the mesh and solves again, naturally the max stress value should increase so say now its 60MPa. The % change in the value is now 20%. If you set the % allowable change to 20%, the solver will stop, if its less, say 1%, then the solver will continue to refine the mesh untill the difference between the previous results and the current results is 1% or less. hope this helps!
Thank you very much for your great work, clear and useful tutorials and for answering our questions. I'm so happy to have found your channel.
Best regards,
Zrinka
very usefull videos fpr learing ANSYSIS
Thanks!
Thank you, Bro! Much appreciated! It's really helpful!!!
Please do a video for Magetostatic tutorials . I would mean so much . Thank You for the wonderful and detailed explanation Sir...
Super informative thanks learnt a lot
Thanks!
Thank you.It's very helpful
Sir, your video is very helpful and informative. Thank you very much for this. I am a beginner in ANSYS and having great trouble in extracting mass and stiffness matrices from ANSYS workbench to MATLAB. I need to use a reduced order modelling technique to reproduce the results using the FE model generated in ANSYS workbench. If you make a video on that it would be very helpful for everyone.
Excellent Explanation! One question: Why does it not matter where to place the Force? It automatically is placed in the center. How come?
Thank you! It does matter where you place the force. In this case I am applying a uniformly distributed load on the top surface. This means that the force is evenly distributed over the whole face that I selected.
Great video! Thanks
Thank you for simply explain 🌺
very good explanation, thx dr!
Thanks for making this video
More examples would be perfect for me! thank you
+Sebastian gallardo molina Did you see all my other videos yet? You want more examples of beams?
Thanks for watching!
+DrDalyO I have seen two of Static Structural, that is what im looking for. Thank you from Spain
+Sebastian gallardo molina I have 4 on static structural! Here is the complete playlist: goo.gl/y406Zw
Thanks a lot for such a good resource
Hi, I wonder why we use "fixed support" in this case? Isn't Fixed Support restricting all 6 degrees of freedom, while the supports in this diagram are restricting translational motion only?
I do not recall the details, but if you use fixed support on an edge, it will not restrict rotation. If you fix a face, it will restrict all motion, translation and rotation (UX, UY, UZ, RX, RY, RZ). So depending on how you would like to restrict your geometry you can change the boundary conditions as you wish.
How can i say thank you
You really saved me
Welcome!!
You are amazing, thank you very much.
Please make video of steel truss bridge model with all relevant loads and knowledge of vibration analysis including mentioning the failure modes with tir remedies etc
Hello, thanks for the video. Can you please explain why your max. bending stress ( hand calculated) is close to equivalent von Mises stress?
Very nice explanation
Great job! Thanks 4 UR video.
keep up buddy... really helpful
Awesome! Thank you.
+Pedro Machado welcome!
Thank you very much for the best tutorial, it will be great if you could make the video how to use commands on ansys workbench. I have a problem with defining the properties of piezoelectric material. By the way, I have to say "Thank you" to you again for more information and understanding of doing ansys workbench model.
Best Regard
+Keerati Chuennaithum Please see my other video on cast iron where I use a command object to define the nonlinear material properties. If the material database properties are not enough, you could always use this method to define more sophisticated properties as an APDL command. Please see the video here: ua-cam.com/video/dLPa3TOW-20/v-deo.html
Please check out my other videos as well!
Thanks! subscribe!
+DrDalyO Thank you very much
Thank you for a great explanation.
I have a question, can I use the displacement support for pinned support?
Thanks for your help 😍
I wish I had known this software before I worked on Abaqus. it is far easier and clearer.
DrDaly0, I have been following all your ANSYS tutorials and I think its the best available in the internet. But I wonder whether would you be able to upload a video on modelling and analysing a reinforced concrete beam because I don't know how to add beam longitudinal and shear reinforcements.
+Sivaraman Kiran Hi, thank you for the comment! Im not sure if I will do a video on a reinforced concrete beam, but it is a good idea. If I have the time I will do it. Thanks.
+DrDalyO thank u very much
+DrDalyO , I am also interested in a reinforced concrete beam - it'd be great if you could please make one!
+Tien Cuong I will add it to the list of videos to make, I also think its a good one to do. Thanks for your comments!
+Sivaraman Kiran i am also interested how to model and simulate reinforced concrete beam, please DrDalyo teach us how to make it.. thank you and more power.
awesome!!!
grateful to u man ;)
+Alaukik Singh thanks!!
hello sir your explanation is awesome but in this example you have taken only point load but as per question it should be udl??
very nice explanation sir
Excuse me, sir. In video 12:58 how can I set the scale of length in tabular data. For example If I want to see the deflection at 120 mm how to set it sir.
thank so much . please can you make a video about layered beam under buckling. Thanks a lot
Good job with the video. Do you know how to investigate the strain on the plate due to the variable bolt pretension or clamping force?
+Meor Ubaidillah Meor Khairudin you can insert "strain" results to view these values.
Hi DrDalyo, Thanks a lot for the awesome video. I got confused how to put hydrodynamic added mass along the height of the dam. I need to model seismic deformation analysis for rock fill dam. I have two questions: 1. How to add engineering material( a. clay, b. rock)? 2. How can I input the different values of hydrodynamic added mass in respective height of crest from base of the dam?
This was absolutely brilliant. Thankyou for taking the time to do it. I used ANSYS for my MSc dissertation but I never used it to its full potential.
Where did you get your beam spreadsheet from? It looks really useful for quick calcs?
+Daniel Anketell-Jones Hi, thanks for watching! I didnt get it from anywhere, I made it myself for this video!
+DrDalyO It looks pretty good! A excel wiz as well as ANSYS! Do the graphs automatically adjust to reflect the results?!
HI DR dalyo
thanks for your effort its really helps me a lot on my project, i do the same steps you have been make for beam, the thing i change to simply supported pipe and its work properly, more over i want to make insulation and i dont know how add.
plz replay to me as soon as possible.
+Ibrahim Aldhibani you have to model the insulation in geometry modeler. make another solid body. then rerun the analysis.
Hi, thanks for the video. You used FORCE as boundary condition, but in the given example I think that the correct load is line pressure in Ansys, isn't it? Distributed load N/m.
Nice tutorial!
Hey please could u help me with what type of scale to be used and what are the difference between them, like true scale and auto scale which is the appropriate one for a particular analysis
The scale just exaggerates the deformation so you can visualize it better if the deformation is too small to see.
Thanks for the great videos. How would I cover this in 1D with point loads as well as UDL?
+TylerIn2D Hey thats a good question. Not sure if i completely understood, but basically you can simplify this to a line body. so in geometry modeler, create a line, then convert to line body, then create a section for that body and apply it. in Mechanical, you can then apply line load. if you want to apply the load as specific point, you would need to split the line in your geometry, or use Nodal Load which i think is an option... dont remember.
I should probably make a video on this..
+DrDalyO I think ive cracked it but yeah, thatd be good for anyone wishing to see this in future. Keep doing what you're doing!
Very nice tutorial sir.... But what if i wanted to place a fixed support at a distance on a selected face and not the edge?
Please see my part 2 video! You can split the face in geometry modeler at the desired location. This creates a « feature » that you can use for a boundary condition. In newer versions you can also set BCs on nodes, so you can manually select the nodes you want to apply BC. Hope this is clear, if not please reply.
Beautiful explanation and overview of the different tools of this software. Thanks a lot
I have a question though, could you explain what is the actual need for meshing. I didn't get that. And how do we select the perfect mesh size?
Thank you very DrDalyO for this wonderful lesson. Truly appreciate it. I have been wondering how to get curvature from the Ansys. Is there any source that I can refer to? Thank you very much Dr DalyO
Hmm, you can use the Geometry tools to plot a 'path' of the deformed results along an axis, then export to Excel and determine the curvature from the raw deformation data.
@@drdalyo Thank you very much DrDalyo will into it. I was just wondering does ANSYS is able to produce a hysteresis Loop cycle? for now I manually get the result by using excel.