Vlad Inc hey man.. I just followed ur all the steps. But I have problem. I can't submit the job. There's an error. And the errors says" In model 1,Region of the part "steel bar" haven't been assigned a beam orientation . Steel : Set 1 I tried many to fix the problem, but unable to do. Can I get ur Facebook account so that I'll send u the photo of that problem to u?
This is an excellent tutorial Vlad, Thank You. One distinct thing in your video is you were explaining each step, despite this being a 2.5 hour long video so it is easy to follow through without mistakes. Also i felt one of my friend is teaching me instead of some random youtube video.
Thank You Bugsy Band for uploading this tutorial. It is so nice and so easy way to perform any project in abaqus. As i m beginner at Abaqus, its helped me more than any one. Please upload this type tutorial more and more.........
man thank u so much for attaching the files and other links in the description. ur video helped me so much to complete my model and helped me too to get more knowledge.
Really great video! I learned the basics from this video alone. More of this type of video using steel structures would be awesome (maybe strain hardening for cyclic structures). My only suggestion would be to use the hide function instead of the suppress option.
Hey Vlad, if you want to only select the beams or the rebars you could klick on Instances once and then press F2. A Textfield should open where u can type * Rebars * or * Beam * (without the space) and only Instances with those letters in the Name should show. Then you can select all rebars by simply Shift Control klick from top to bottom. Same goes with *Beam*. Its not a perfect solution but i thinks its a bit faster than selecting every Rebar and then selecting every Beam. Hope it helps a bit.
Excellent explanations and you enjoy the concept and explain well. Thanks a lot for your work. By the way when you define the constrain no need to partition because abaqus will automatically pick the intersection surface while you are defining the intersection
Great video, to complete the simulation faster, you could've given, 8 processor in parallelization in job module. If you're having a 16 GB RAM Machine, 4 processor for lesser RAM. Cheers
+Riza Suwondo thanks man, i really appreciate. i know, most of the videos have problems because people are clicking here and there but not actually explaining what they are doing
Thank you for your tutorial video. 1- It Is better to use Display option instead of using suppressing option. 2- We can put the mesh on each part separately by activing “Part” option instead of “Assembly” in mesh module. 3- Concrete beam and reinforcements have different types of mesh. Mesh Types: Bars: Beam (B31) Concrete Beam itself: 3Dstressed (C3D8R) 4- Why did you apply gravity load while we defining our mass density for each part in dynamic analysis?
Very good demonstration of seismic analysis. Can you please show how to obtain "DAMAGEC" and "DAMAGET" (Damage results) from the analysis you carried out?
Amazing Videooo!!I really learned a lot from this video...A big thanks! Its the first video that I found so helpful and well detailed. Please also share some video on developing any famous stress strain model for steel and concrete under cyclic loading and then applying that in Abaqus. It would be highly appreciated!!! Thanks again for the wonderful video!
Hello bugsy First of all i'd like to thank you for publishing this video second i'd like to ask you how to apply cyclic loading in order drift ratio and displacement data not time frequency data as you did in the video in other words i want to apply the load in this article "Experimental investigation on reinforced concrete interior beam-column joints rehabilitated by ferrocement jackets" by Bo Li from Engineering Structures journal Volume 56 November 2013 the load shown in Fig 6
Thank you for sharing this video. About how to view only the rebars in the visualization module: In the Results tree, double-click on Display Groups, then click on Part instances and remove the concrete parts from the viewport. Thank you again and please share a video on modeling the prestressed concrete structures, if it's possible for you.
+Prya Sm Thank you too! i have figured out that meanwhile : ) I am on vacation now, but starting in September I am planning on doing a lot of Abaqus and Matlab videos
Hi, Vlad I have one doubt ….in this video max. displacement is shown abut 9999 mm . is it ok....can we limit displacement at the base in the model. Please do reply if you know the solution..Thanks again
Just watched the video and totally loved it. A complete video that clearified most of my concepts as a beginner of Abaqus. Can you please put a video on how to model brick masonry single storey building in abaqus? And how to link the reinforcement of slabs with that of beams (having stirrups) and columns (having stirrups)? I look forward to your reply. Thank you.
Thanks for the great video. it was nice and comprehensive. In order to see the rebar's individually in the visualization part, you need to go to tools-->Display Group--->and create a new display group excluding the concrete parts. it is easy to do, hope that helps. Regards,
I finally finish this video. It's great one. Another way to show the rebars is go to view, then Assembly Display Options, then under instance, you can choose which instance to show.
that was a helpful video, good work vlad. can you make a similar video on tunnel excavation and lining. I want to know how to analysis for circumferential stresses that occur during tunnel excavation.
Dear Vlad, Excellent video Thank you so much for teaching us free of cost. Can you help me actually i got error as: SELF CONTACTING SURFACE ASSEMBLY_beam lateral surf IS CURRENTLY NOT ALLOWED FOR TYING SURFACES. and also warning as: FOR *TIE PAIR (ASSEMBLY_Column top Surf-ASSEMBLY_column bottom surf), ADJUSTED NODES WITH VERY SMALL ADJUSTMENTS WERE NOT PRINTED. SPECIFY *PREPRINT,MODEL=YES FOR COMPLETE PRINTOUT.
you said how can one check stress only in rebars. i think you better need hide concrete but an option in abaqus replace or remove the instances By the way it was nice video. Thanks for nice work
It is very important video thanks. But if we have different dimension of beam and column, how we model it? Is it possible to include slabs? Please upload videos regarding concrete filled hollow section (circular, rectangular, square and polygon).
Very good video and you are a good and informative teacher. Thank you for your good work. I am very beginner in Abacus and I have done everything you did step by step and it works! Three question please, 1.how can I view the cracks in concrete? 2.how to connect each successive (in the y-direction) three steel bars in the columns so that they are not discrete at the column faces? 3.why didn't you extend the rebars in the beams to connect the columns and beam by steel rebars to strengthen the joint, is it difficult to do so?
Thank you bugsy band for this video. But you haven't used stirrups in this. would be happy if you please make a video of modeling stirrups and its interaction with rebars
+Siddhartha Deb I have a video of a reinforced concrete beam where the shear reinforcement is also considered. The video will be on youtube as available for public on 11 May. If you give me your email, I can send a private invitation so you can view it before that date. As for interaction, all that I have done was that I embedded the stirrups in the concrete. If you want to study the contact/slip then you need to do some more research.
+Tahir Wazir I already have you on the list with the email tkhanwazir@gmail.com and this email that you gave to me right now t.khan.wazir@gmail.com does not get accepted.
That is a very helpful video thank you so much But where do we get the value of amplitude and acceleration if we are going to model some structural member and check for seismic resistance
Thanks for this video. I was wondering why did you not fix the support in all directions excep the earthquake direction? You are allowing the rotations at the base?
Hi Vlad, excellent video thanks for shared and congratulations. I used to work with carbon fiber materials to strengthen some structural elements, I gonna model the same set frame but with fibers in some piles and beams to valuate the performance of those through S and U, I want to model with static load because that the case that I need, any commentaries for the BC (assignment of loads and reactions) and event in the contact between fiber and concrete surface would be useful... Thanks
I built almost a similar model, but when I displayed the "External work energy" I noticed it has significant values during the earthquake time although we have only one load "the gravitational load", and it even acts perpendicular to the base displacement which should lead to zero work. So where does all this external work come from?
thank you so much sir it was the best tutorial video about abaqus that i have ever seen but if you could please send me the accelerogram which you used in your teaching beacuse i dont have that actually thank you so much again
Dear Vlad! You have done an outstanding job on your thesis! I would like to ask you if you know how to extract mass, stiffness and damping matrices from Abaqus, since I am doing a master's thesis in structural dynamics as well and I desperately need them. I checked up the Abaqus user's guide and there are given suggestions that we can script the input files. Since I dont know my way around the Abaqus scripting yet, I want to ask if you knew how to extract these matrices directly by using GUI commands. Cheers!
Why you can apply the gravity load directly in your dynamic/implicit model. If you do that the Gravity become a dynamic force. In the fact, it's a static force. Can you explain ?
No reinforced concrete structure should use stirrups. It's all a hoax. That was obviously a joke. The structure also doesn't have slabs or bracings so it is actually terrible for seismic design. The point was to understand how to use Abaqus for applying this kind of analysis, not to understand how to design under earthquake load. There were a lot of stirrups to add and I didn't know how much longer would that make the analysis. I waited for 48 hrs without them. Feel free to use stirrups, maybe I'll do a video in the future on that effect of stirrups.
Hello .. While using CDP, how you are calculating the values of Bulk modulus of elasticity(K) value of Concrete? You have used it as 0.67 (any reference)
Thanks for sharing the Video. Its very helpful for me . I meet a error during modeling a similar problem. Error : dependent part instances cannot be edited or assigned mesh attributes. Try the operation on the associated or select 'make independent' from the instance in the model tree. Could you please tell me why this happened and how to fix it ?
how to extract strain in the reinforcement bars ? is the strain in concrete is the same with reinforcement in the same area as i am facing this problem in my model ? can you help me more about concrete damage plasticity thank you in advance and Thank you so much for this video, its really useful.
+saani shakil I don't have time now, but if you take a look on my report (link's in the description) you can find some guidelines there. Steel structures are easier to model than reinforced concrete structures because steel is isotropic, homogeneous and linear elastic. I might do some Abaqus steel structures modelling in the future though.
What does your results mean, for example for S mises you get 2.333e+02, is this equal to 233000kPa? Seems like a lot. And same with displacement, is it in millimeters?
Thank you bro..really thank you.. I have a question..if i import this structure from autocad as a single part ..it dispense us to create surfaces tie links ??
Thank you very much for all the hard work! This example really helped understand some key concepts of how Abaqus works. Is it possible in Abaqus to input load combinations, with different coefficients ecc.. ?
There is no constraint in Z-direction i.e. N-S direction, in result my whole model shift to that direction. Please help I did exactly the same just increased the mesh size from 75 to 300
Dear Bugsy Band, Your video is very useful, you have cleared lots of my doubts. Have you worked on push over analysis and masonry building ?If so pls upload it. Can you send your report? In the link it is not available.
+Karpagam Bala Hello, I don't have what you requested now but I might do some work on it in the future. The link works, just click on 'report' in the Documents box on the right side of the page.
The strain increment has exceeded fifty times the strain to cause first yield at 34 points , I exactly followed the video but getting the above warning at so many points. Please help
The link to the excel file is now updated in the description and it finally works again. Thanks to Alaa Al-isawi!
Hi man thx for this great work, could you do so please for bridge under sesmic loading :)
Vlad Inc. thanks a lot its very useful in my project ur a life saver. i didn't know how to do CDP. thanks again waiting for more videos
@@mansourdiop9961 Hi @Mansour Brother Shall i get a bit conversation with you
Vlad Inc hey man.. I just followed ur all the steps. But I have problem. I can't submit the job. There's an error. And the errors says" In model 1,Region of the part "steel bar" haven't been assigned a beam orientation .
Steel : Set 1
I tried many to fix the problem, but unable to do.
Can I get ur Facebook account so that I'll send u the photo of that problem to u?
@@DarvaishBandah did you try to assign your section orientation to your wire / beam elements like he did at 1:13:09 ?
This is an excellent tutorial Vlad, Thank You. One distinct thing in your video is you were explaining each step, despite this being a 2.5 hour long video so it is easy to follow through without mistakes.
Also i felt one of my friend is teaching me instead of some random youtube video.
Best Video I've seen about Abaqus in the field of Civil Engineering.
Bugsy Band - Please make more for Civil Engineers or Geotechnical Engineers
This is an amazing video to learn how to model buildings under an earthquake in finite element software
thank you very much Vlad.
Thank you very much 😊
Thank You Bugsy Band for uploading this tutorial. It is so nice and so easy way to perform any project in abaqus. As i m beginner at Abaqus, its helped me more than any one.
Please upload this type tutorial more and more.........
+Rafiqul Islam Thank you for your nice words and, most of all, I am happy that this was helpful. More to come, stay tuned
u are simply awsome Vlad.:)
It's nice to wake up with such a comment
man thank u so much for attaching the files and other links in the description. ur video helped me so much to complete my model and helped me too to get more knowledge.
It's so good for me to learn abaqus about earthquake.Thank you!Wish more video about abaqus.
Yes, It is working.
thanks again man...
welcome
Thank you so much, its a great lecture
Really great video! I learned the basics from this video alone. More of this type of video using steel structures would be awesome (maybe strain hardening for cyclic structures). My only suggestion would be to use the hide function instead of the suppress option.
Hey Vlad,
if you want to only select the beams or the rebars you could klick on Instances once and then press F2. A Textfield should open where u can type * Rebars * or * Beam * (without the space) and only Instances with those letters in the Name should show. Then you can select all rebars by simply Shift Control klick from top to bottom. Same goes with *Beam*.
Its not a perfect solution but i thinks its a bit faster than selecting every Rebar and then selecting every Beam.
Hope it helps a bit.
Thanks for this detailed video.
Thank you very much for your work. It is very helpful. would be awesome if you can upload a video about steel structures modelling.
+MrYN23 Welcome, I will do more soon.
Excellent explanations and you enjoy the concept and explain well. Thanks a lot for your work. By the way when you define the constrain no need to partition because abaqus will automatically pick the intersection surface while you are defining the intersection
It's been a while. I can't deny nor agree. But thank you for the comment
Thank you so much for everything!!!
Thank you so much for this video.
Great video, to complete the simulation faster, you could've given, 8 processor in parallelization in job module. If you're having a 16 GB RAM Machine, 4 processor for lesser RAM. Cheers
very nice video, very helpful and I like it.
Best abaqus tutorial for civil engineering I ever seen
+Riza Suwondo thanks man, i really appreciate. i know, most of the videos have problems because people are clicking here and there but not actually explaining what they are doing
Best one. Thank you for making this
Too good video, very helpful. Thanks a lot
Thank you so much for this generous contribution
THANKS FOR THE VIDEO
Thank you for your tutorial video.
1- It Is better to use Display option instead of using suppressing option.
2- We can put the mesh on each part separately by activing “Part” option instead of “Assembly” in mesh module.
3- Concrete beam and reinforcements have different types of mesh.
Mesh Types:
Bars: Beam (B31)
Concrete Beam itself: 3Dstressed (C3D8R)
4- Why did you apply gravity load while we defining our mass density for each part in dynamic analysis?
Amazing tutorial, thank you !
Great tutorial, exactly what I needed! Thanks a lot!
bro you are amazing, I have got every step you mentioned, I have learnt alot thanks for that,,
thanks, man. please subscribe and click the bell if you feel like. I'll start posting music videos soon.
Very good demonstration of seismic analysis. Can you please show how to obtain "DAMAGEC" and "DAMAGET" (Damage results) from the analysis you carried out?
Amazing Videooo!!I really learned a lot from this video...A big thanks! Its the first video that I found so helpful and well detailed. Please also share some video on developing any famous stress strain model for steel and concrete under cyclic loading and then applying that in Abaqus. It would be highly appreciated!!! Thanks again for the wonderful video!
Thank you so much :) it is very helpful.
Hello bugsy
First of all i'd like to thank you for publishing this video
second i'd like to ask you how to apply cyclic loading in order drift ratio and displacement data not time frequency data as you did in the video
in other words i want to apply the load in this article "Experimental investigation on reinforced concrete interior beam-column joints rehabilitated by ferrocement jackets" by Bo Li from Engineering Structures journal Volume 56 November 2013
the load shown in Fig 6
Thank you for sharing this video. About how to view only the rebars in the visualization module:
In the Results tree, double-click on Display Groups, then click on Part instances and remove the concrete parts from the viewport.
Thank you again and please share a video on modeling the prestressed concrete structures, if it's possible for you.
+Prya Sm Thank you too! i have figured out that meanwhile : ) I am on vacation now, but starting in September I am planning on doing a lot of Abaqus and Matlab videos
Thanks a lot for such a complete video 😊
Hi, Vlad I have one doubt ….in this video max. displacement is shown abut 9999 mm . is it ok....can we limit displacement at the base in the model. Please do reply if you know the solution..Thanks again
Thank you very much, this was incredibly useful!
Just watched the video and totally loved it. A complete video that clearified most of my concepts as a beginner of Abaqus. Can you please put a video on how to model brick masonry single storey building in abaqus? And how to link the reinforcement of slabs with that of beams (having stirrups) and columns (having stirrups)?
I look forward to your reply.
Thank you.
No
Thank you so much, its really useful.
Thank you for excellent video!! Congratulation!!
In the ABACUS, you are my guru now...
Could you tell me why did you use Dynamic Implicit procedure for this analysis?? thanks again...
Thanks for the great video. it was nice and comprehensive. In order to see the rebar's individually in the visualization part, you need to go to tools-->Display Group--->and create a new display group excluding the concrete parts. it is easy to do, hope that helps.
Regards,
Great professor!!! thx!!!
thank you so much, and thank you again and again :)
Good job.
To show only the rebars, you may chose to display whatever instance you want to.
Thank you. Yes, I figured it, Display Group Manager
I finally finish this video. It's great one.
Another way to show the rebars is go to view, then Assembly Display Options, then under instance, you can choose which instance to show.
Also, thank you very much for your sharing!
Great work man. Thanks.
Thank you so much
that was a helpful video, good work vlad. can you make a similar video on tunnel excavation and lining. I want to know how to analysis for circumferential stresses that occur during tunnel excavation.
This is an excellent tutorial Vlad, I learned a lot in this video, thank You; please can you send us the pdf file.
Hi, have you got the pdf file? I really need it
Thank you so much, it was helpful:)
great video thanks!
Dear Vlad, Excellent video Thank you so much for teaching us free of cost. Can you help me actually i got error as: SELF CONTACTING SURFACE ASSEMBLY_beam lateral surf IS CURRENTLY NOT ALLOWED FOR TYING SURFACES.
and also warning as: FOR *TIE PAIR (ASSEMBLY_Column top Surf-ASSEMBLY_column bottom surf), ADJUSTED NODES WITH VERY SMALL ADJUSTMENTS WERE NOT PRINTED. SPECIFY *PREPRINT,MODEL=YES FOR COMPLETE PRINTOUT.
Thank you for the tutorial. Would it be possible for you to share CAE input file. It will help a lot to follow your tutorial. Regards
Thank you so much!!
you said how can one check stress only in rebars. i think you better need hide concrete but an option in abaqus replace or remove the instances
By the way it was nice video. Thanks for nice work
great work man
Why did you reduce the time? Is it for the speed and endurance of the computer? What is its impact on the behavior of the building?
Sir please make a video for cyclic performance of corrugated steel plate shear wall with beam only connected infill plates
Great video, thank you so much , why you don't input the self weight of frame
Zahraa Radi I input mass density and direction and magnitude of the gravity load, so I do input the self weight
It is very important video thanks. But if we have different dimension of beam and column, how we model it? Is it possible to include slabs?
Please upload videos regarding concrete filled hollow section (circular, rectangular, square and polygon).
Very good video and you are a good and informative teacher. Thank you for your good work. I am very beginner in Abacus and I have done everything you did step by step and it works! Three question please, 1.how can I view the cracks in concrete? 2.how to connect each successive (in the y-direction) three steel bars in the columns so that they are not discrete at the column faces? 3.why didn't you extend the rebars in the beams to connect the columns and beam by steel rebars to strengthen the joint, is it difficult to do so?
Hello. You don't view cracks in concrete, it would be cool though. You just observe them by means of stresses and strains.
You can't see cracks in Abaqus. You just observe them by means of stresses and strains.
Very informative
Thank you bugsy band for this video. But you haven't used stirrups in this. would be happy if you please make a video of modeling stirrups and its interaction with rebars
+Siddhartha Deb I have a video of a reinforced concrete beam where the shear reinforcement is also considered. The video will be on youtube as available for public on 11 May. If you give me your email, I can send a private invitation so you can view it before that date. As for interaction, all that I have done was that I embedded the stirrups in the concrete. If you want to study the contact/slip then you need to do some more research.
+Bugsy Band. Thank you very much.
email - siddhartha.deb92@gmail.com
+Bugsy Band. brother - I hope u will be doing well. Kindly email me that video of web reinforcement on t.khan.wazir@gmail.com
+Tahir Wazir I already have you on the list with the email tkhanwazir@gmail.com and this email that you gave to me right now t.khan.wazir@gmail.com does not get accepted.
That is a very helpful video thank you so much
But where do we get the value of amplitude and acceleration if we are going to model some structural member and check for seismic resistance
Thanks for this video. I was wondering why did you not fix the support in all directions excep the earthquake direction? You are allowing the rotations at the base?
All links in the description updated on 06.11.2017. Let me know if they fail working again
Hello sir.. this video is very useful. please upload a video of piled raft foundation using ABAQUS 3D.
Hi Vlad, excellent video thanks for shared and congratulations. I used to work with carbon fiber materials to strengthen some structural elements, I gonna model the same set frame but with fibers in some piles and beams to valuate the performance of those through S and U, I want to model with static load because that the case that I need, any commentaries for the BC (assignment of loads and reactions) and event in the contact between fiber and concrete surface would be useful... Thanks
hi nicolas i'm doing my thesis using GFRP material and i need some help can you please share your email or any contact
Vlad Inc Can u plz show us a composite bridge modeling with shear connectors in the slab ? I'll be highly grateful to u if u do so
im finding it very difficult to find the material properties needed for Abaqus, how did you acquire yours?
I am interested in your videos about abaqus, but my problem is the tutorial do not follow specific sequence so the fresh learners can follow.
I built almost a similar model, but when I displayed the "External work energy" I noticed it has significant values during the earthquake time although we have only one load "the gravitational load", and it even acts perpendicular to the base displacement which should lead to zero work. So where does all this external work come from?
thank you so much sir it was the best tutorial video about abaqus that i have ever seen but if you could please send me the accelerogram which you used in your teaching beacuse i dont have that actually
thank you so much again
Dear Vlad!
You have done an outstanding job on your thesis!
I would like to ask you if you know how to extract mass, stiffness and damping matrices from Abaqus, since I am doing a master's thesis in structural dynamics as well and I desperately need them. I checked up the Abaqus user's guide and there are given suggestions that we can script the input files. Since I dont know my way around the Abaqus scripting yet, I want to ask if you knew how to extract these matrices directly by using GUI commands.
Cheers!
Why you can apply the gravity load directly in your dynamic/implicit model. If you do that the Gravity become a dynamic force. In the fact, it's a static force. Can you explain ?
Can you please add a video of wind load analysis on tall building using Abaqus?
Why you used Dynamic, Implicit instead of Explicit? this could significantly reduce the simulation running time, am I right?
thank you for this work , can help me , why the connection between beam and column not ,it does not appear in by pink color
tankyou
Hi
why you didn't use stirrups? do you have any reference that saying no need to put stirrups?
No reinforced concrete structure should use stirrups. It's all a hoax.
That was obviously a joke. The structure also doesn't have slabs or bracings so it is actually terrible for seismic design. The point was to understand how to use Abaqus for applying this kind of analysis, not to understand how to design under earthquake load. There were a lot of stirrups to add and I didn't know how much longer would that make the analysis. I waited for 48 hrs without them. Feel free to use stirrups, maybe I'll do a video in the future on that effect of stirrups.
Sir what is the name of the constitutive model(2.72) used for concrete here? and also from where did you get datas used as coefficients for eq.2.72
Hello .. While using CDP, how you are calculating the values of Bulk modulus of elasticity(K) value of Concrete? You have used it as 0.67 (any reference)
I am following
hello. as i remember, it is the default value and it is documented in the user manual
Thanks for sharing the Video. Its very helpful for me . I meet a error during modeling a similar problem.
Error : dependent part instances cannot be edited or assigned mesh attributes. Try the operation on the associated or select 'make independent' from the instance in the model tree.
Could you please tell me why this happened and how to fix it ?
Dear sir,
Pls upload soil structure interaction tutorial for earthquake loading
how to extract strain in the reinforcement bars ?
is the strain in concrete is the same with reinforcement in the same area as i am facing this problem in my model ?
can you help me more about concrete damage plasticity
thank you in advance and Thank you so much for this video, its really useful.
If there is a slab in the model? how would you connect them to the column and beam?
how to find stiffness matrix of a structure (preferably in RVE modelling) in Abaqus?
if we apply the gravity load and the earthquake load at different step the result will be the same?
very，very nice！
Would be great if you can upload how to model steel framed structure as well
+saani shakil I don't have time now, but if you take a look on my report (link's in the description) you can find some guidelines there. Steel structures are easier to model than reinforced concrete structures because steel is isotropic, homogeneous and linear elastic. I might do some Abaqus steel structures modelling in the future though.
Thanks Bugsy Band.
What does your results mean, for example for S mises you get 2.333e+02, is this equal to 233000kPa? Seems like a lot. And same with displacement, is it in millimeters?
Thank you
Can we get final analysis pdf report as same we get with ansys software
you dont have to enter hysteresis material data for concrete and steel for cycling loading?
Thank you bro..really thank you..
I have a question..if i import this structure from autocad as a single part ..it dispense us to create surfaces tie links ??
Thank you very much for all the hard work! This example really helped understand some key concepts of how Abaqus works.
Is it possible in Abaqus to input load combinations, with different coefficients ecc.. ?
Thank you for the appreciation. It is possible but you would have to run the analysis separate
i cannot find the problem that when i chage the whole body to suppress it does not appear all .which is at 55.31 minutes .
Could I add some other material with concrete such as fiber steel ..it means lightweight concrete.?
There is no constraint in Z-direction i.e. N-S direction, in result my whole model shift to that direction. Please help I did exactly the same just increased the mesh size from 75 to 300
Dear Bugsy Band,
Your video is very useful, you have cleared lots of my doubts. Have you worked on push over analysis and masonry building ?If so pls upload it. Can you send your report? In the link it is not available.
+Karpagam Bala Hello, I don't have what you requested now but I might do some work on it in the future. The link works, just click on 'report' in the Documents box on the right side of the page.
+Bugsy Band. Thanks I got the report..waiting for your future videos
what would happen if we didnt add the partition planes which we did in 50th min. ?
The strain increment has exceeded fifty times the strain to cause first yield at 34 points ,
I exactly followed the video but getting the above warning at so many points. Please help
Sir do you have any tutorial regarding the RCC Beam Column Joint Analysis in Abaqus???
Reply plzz..