+DrDalyO It amazing that how a person take out time for others in this busy world and shares his knowledge with others. Thank you on behalf of my all classmates in uni.
@user-gz4bf4vo5d5 жыл бұрын
too
@quinnbogenreif6526 жыл бұрын
Yes thank you very much for taking the time to make these videos. You are helping people all over the world that are trying to learn and school just doesn't cut it when there are professors that really can't teach. Love these videos and I'm on a video marathon taking in all this knowledge. Please keep making videos. So useful
@drdalyo6 жыл бұрын
Thank you very much for your comment! I am glad to hear it is helping you out! -DrDalyO
@Mayuri1994ify6 жыл бұрын
Ansys is fun , when you learn all the possible things you can do with it. Thanks for making these informative yet fun videos.
@drdalyo6 жыл бұрын
It is! Glad your enjoying the videos!
@madsciencetricks22975 жыл бұрын
No need of paying class......ur class excellent and useful for students
@helderalexandre49523 жыл бұрын
Thanks Dr.DalyO much appreciated and very helpful video. I used a remote force and adjusted the coordinate system to place the force at the center and got similar results, without having to split the face.
@emreyavuz288 жыл бұрын
Thanks for the new video :) I am waiting cantilever beam videos and different cross-sections examples.
@drdalyo8 жыл бұрын
+Emre Yavuz thanks for watching! I will add it to my list of videos. Thanks
@anecitosilvano21668 жыл бұрын
Thanks for your time and effort of sharing your knowledge to the world. Excellent..I'm thrilled every seconds on video, what's new knowledge i can learn.
@arsdescano58468 жыл бұрын
WOW Thank you DrDalyo for another great tutorial. Keep on sharing! Im always checking your channel for new tutorials hoping for more. Cheers!
@rashmitaacharjya71263 жыл бұрын
Thank you DRDarlyO for this informative video ....plz make another video of two point load of simply supported beam
@zahir42154 жыл бұрын
u r a perfect educator man u helped alot of students including me first but stop saying BASICALLY ALL THE TIME DUDE
@ardeshir798 жыл бұрын
Thank you my friend 4 UR great and straightforward explanation.
@benitoberlanga68747 жыл бұрын
Thank you. Learning very much with your videos.
@drdalyo7 жыл бұрын
+Benito Berlanga thanks!
@hassanalsamawi6118 Жыл бұрын
you can select the middle nodes for applying the load without having to change the geometry
@drdalyo Жыл бұрын
Yes! On the newer versions of Ansys you could!
@aamirsultan78424 жыл бұрын
Thank you so much for this helpful tutorial .
@confused_Desi_brain5 жыл бұрын
The only that I can say is THANQ so much from the bottom of my heart
@drdalyo5 жыл бұрын
Your welcomee!!
@confused_Desi_brain5 жыл бұрын
@@drdalyo sir can you post a video or link of video for finding the failure load for the beam by using ansys.its urgent (for my project)
@henriXV8 жыл бұрын
Thanks, im waiting for more tutorials like these!
@realkanavdhawan Жыл бұрын
I will add one byte of knowledge into this fourm and that is Adding cells in the thickness actually increase the softness and make structure little softer then in real life and this is the reason why changing global size parameter to 0.8 increased the stress and deflection because it artificially soften the beam The solution to this is to use not more then 4 cells across the thickness On the contrary using tetrahedron across thickness makes beam stiff and thus artificially reduce the stress and deflection
@rainasajid6678 Жыл бұрын
Thank you so much!
@drdalyo Жыл бұрын
Welcome!
@elProfmonssef8 жыл бұрын
thank you so much for help frankly I want to master this program so I will follow what you say in every tutorial thanks again.
@emrepoyraz4518 Жыл бұрын
my professor asked me to find the axial force 3L/4 from the left support. Could you please also explain how to find it?
@techhunt49222 жыл бұрын
but using the cross section over line don't let us to have factor of safety and shear stress. although shows shear forces and max combined stresses
@avamohammed77169 ай бұрын
alslam alakam please sir, why the normal stress in the upper compression and lower tension is not equal in magnitude.
@samrayousaf68934 жыл бұрын
Really helpful...Thank you man
@drdalyo4 жыл бұрын
You're welcome!
@r3zamr5 жыл бұрын
Great Tutorial Thank you sir!
@montydgl877 жыл бұрын
Thanks mate, for part I too.
@holmessherlock32928 жыл бұрын
this video is very useful
@maneeshvardhanreddyinakoll7765 Жыл бұрын
can we create a crack on surface of any solid with no depth by using face split, will that be correct?
@harikrishnans91264 жыл бұрын
Thank you. Could you demonstrate how to use random vibration ?
@ArjunSharma-wi3jp Жыл бұрын
i have a composite material in spaceclaim and i want to bend test it , should i make the load and fixed geometry and also mesh it in spce claim then transfer in mecheanical model and then direct into structural model updating the engineering data and then defining the loads and force bars in the static structural..
@namimmsadeghi84754 жыл бұрын
nice .... thanks..😍😍
@ankitpatidar83616 жыл бұрын
Sir amazing video...and thank you so much..... Sir, I have one request that can you make one video on how to do mesh convergence study.
@debasmitabaral13822 жыл бұрын
Sir,i hav a question that how to draw circle on top of beam below the loading areas..
@vedant91737 жыл бұрын
Thank you for another brilliant video, which video should I watch in order to learn how to do a failure analysis?
@bhautikdholariya96588 жыл бұрын
thanks a lot for this video , please can you do analysis and stresses results for tappered I section beam (airplane spar(titanium) ?
@tejasvp57268 жыл бұрын
Sir I did not understand the convergence concept.....can u help me out in it??Like i did not understand the relation between the allowable change that we specify and the results we get after convergence....
@stevenlee17268 жыл бұрын
Best tutorial ever. Thanks x100000000
@drdalyo8 жыл бұрын
+Steven Lee np!
@hemantthapa91723 жыл бұрын
hello, can you make videos on channel section 3 point load and 4 point load
@dr.qaisal-shimmery71525 жыл бұрын
Hi DrDalyo, please, send me example of simply supported beam under two points loads with span 2400mm and two loads are far 450mm from right and left support and distance between two loads 1500mm
@drdalyo5 жыл бұрын
Please email me about this!
@nuraddilah6203 Жыл бұрын
How to add roller support within the beam
@drdalyo Жыл бұрын
You could split the face geometry at the bottom to make a line, and then apply a displacement boundary condition making the vertical and lateral condition 0, and only allow for horizontal (FREE). This depends how you set up your axes.
@alexhendon694 жыл бұрын
Why does your deflection look symmetric when the support you applied have unsymmetric properties? I.E the fixed support prevents rotation. Why are you using a fixed support at all when the beam is simply supported?
@ajayvaishnav68406 жыл бұрын
Could you please explain the hinge support in ansys workbench
@jordaoheitor87446 жыл бұрын
I dont get one thing. When you refinned the mesh, from 10 mm to 8 mm, the results got distance from the analict result. Why did that happen?
@widhiarifanda49446 жыл бұрын
Can you show us to make a modelling of reinforced steel concrete beams? I really need ur help
@swiss10000053 жыл бұрын
Hi... have you ever tried to do this FEA with a C channel section? It doesn't work because of singularity issues... is there any soluyion to this kind of problems? Thanks...
@drdalyo3 жыл бұрын
Hi it should work without issues
@ajayaleti0074 жыл бұрын
bro, i applied force as you did. but , don't know why the force direction is acting along the edge. if i change direction, force just flips along the edge. how do i change the direction to become perpendicular to the face ? SO, i first applied force on face in downward direction. then, edited it and changed geometry to the edge and its direction remained the downwards.
@saikanthtalasu21486 жыл бұрын
At center u applied load on line. Is it possible to apply load on particular area of that face sir?
@amnoth17 жыл бұрын
Hello Sir. Thanks for your useful video clip. Do you have a video lesson about analysis Simply supported beam-center load for long-term load? If you know how to analysis please kindly to share, thanks. Best regard!
@yassinebzioui228 жыл бұрын
great work thx so much
@mutaraform30112 жыл бұрын
Where can I download ANSYS software please. Kindly share the link
@gurrapupavankiran69176 жыл бұрын
some solver error is showing what should I do something like at least element like that
@techhunt49222 жыл бұрын
why u don't use the lines creates from points and then cross section is applied to that and results are shown using beam tool
@drdalyo Жыл бұрын
You could do that, it would be a simpler way of solving the same problem. This way just shows you more detail.
@techhunt4922 Жыл бұрын
@@drdalyo thanks Dr.
@sarfarazahmed45278 жыл бұрын
I am facing a small hurdle, why is it that if I set both the ends as fixed and simulate .... im getting inconclusive stress results or any result for that matter. btw, thanks for the amazing tutorials .... I strive on them man :D
@drdalyo8 жыл бұрын
+Sarfaraz Ahmed you should be getting conclusive results, maybe your not setting your fixed support correctly?
@andregf7 жыл бұрын
Really good video. Congrats. Do you work with plates or sandwich plates?
@saadrabbani16016 жыл бұрын
It may be a simple question but I was wondering why did you not choose to slice the body in order to apply the load at center. I have thin stacked beam-like filaments that I would like to keep fixed from the center to avoid adding weak springs when I apply moment in the Z-axis. And I thought the easiest way for me would be to create a plane offset to the center of the stacked beams and use the slice command. I realize that this causes the bodies to be separated but if I use the Bonded condition, I hope to get a result similar to a uniform stack of beams ...is this a correct approach?
@walifyadengineeringsociety71817 жыл бұрын
Doctor, please can you tell me how to draw stirrup in rectangular RC beam
@irfanameen56826 жыл бұрын
Please tell me how to fix this error.."AN unknown error occurred during solution. Check the Solver Output on the Solution Information object for possible causes".???
@jaberalmaawali76553 жыл бұрын
I did exactly the same, but when I go to modeling, the edge I created does not appear
@drdalyo3 жыл бұрын
Are you doing it in spaceclaim or design modeler?
@amazing-zy7vb8 жыл бұрын
Sir i used the same method to solve I beam with point load results showed variation in deflection and stress could u please explain the possible cause
@mohamedfawzyezzat66358 жыл бұрын
very good
@rubenperaza35013 жыл бұрын
When i try to use the split screen to add my force, it doesn´t go vertically even though I selected it with the edge. How do I fixe it?
@drdalyo3 жыл бұрын
You can change it from Vector to Components and enter the direction manually based on coordinates
@rakeshsinghai97797 жыл бұрын
Remarkable video.I have a small question.How do i check moment at a specific location.
@vasanthmech547 жыл бұрын
read the comment of Drdalyo same procedure
@143pavanagarwal8 жыл бұрын
very useful video. I have a small doubt, How do I check stress on the body at specific point after the analysis, If i use Probe to check the results, I am not able to check at exact required location.
@drdalyo8 жыл бұрын
+Pavan Agarwal you can create Construction Geometry, where you can then create lines and planes, from there you can scope results based on lines or planes. If you want just a node or element, using the newer versions of ansys you can click to show mesh, and use node or element selection tools to select the node or element, then create a named selection, and then in results use the named selection as the scope. Hope this helps!
@rushikeshsheth28096 жыл бұрын
I have a question if we apply force by selecting 2 surface then the magnitude of force on both surfaces gets divided into half as of input value on each surface?
@prashantmeghanath1348 жыл бұрын
u r awesomeee..
@SiriusBlack-qo3xi6 жыл бұрын
Did we have to split the face? why wasn't the offset edge enough to appl the force B.C.?
@drdalyo6 жыл бұрын
You could also apply an offset force if you like. I did a split face because it was more visual.
@piyusharas49956 жыл бұрын
Hi, I am doing same analysis on a disc. But it is showing error and also not converging. Can you please help me with it.
@drdalyo6 жыл бұрын
+Piyush Aras What is the error message?
@sampanchal4385 жыл бұрын
Could you please tell me, how to applied point load on the centre of the section ?. Because i need to apply eccentric load on column.
@drdalyo5 жыл бұрын
You can use node selection tool, and select the node, right click and create named selection. Then apply the force to that named selection.
@navdeepkumar43567 жыл бұрын
hello sir, if i import model from another software (creo) like complicated assembly and now i have to apply center load HOW i can split it,or there is any other video, or give any other idea about to add small surface there.(i added in creo but mesh failed in ansys actually that surface can't mesh) so please help me thank you
@shaunhutchinson47077 жыл бұрын
How would I apply a point load at x distance from one end for a 1D beam? I understand how to do this for 3D beams, but not 1D. I've tried adding construction points to my line sketch, however when I go to add a force, it only allows me to select to the two points at the very end of the beam, and the point I've added isn't visible. Reason why I ask for 1D, is that for my assignment, I have to analysis a simply supported beam with a UDL and two point loads by doing 1D analysis first and then 3D analysis and compare the results. Also, can you explain your choice for the supports used? I thought a simply supported beam had a pinned support on one side and then a roller support on the other, however I can't find these support options in ANSYS 17. Cheers.
@igbokechinecherem88217 жыл бұрын
In doing 2D Beam Analysis, how do I specify or add beam flexural rigidity in the material i.e. EI?
@fabianpinilla35877 жыл бұрын
Hi, excellent video, I have a question, in my degree thesis I have to place a force that varies in time, as I could put it, I'm doing a simulation of the tension test Thank you
@amirulzulkifli63014 жыл бұрын
Sir..can we apply "pressure" instead of "force" at the top sirface as a boundary condition ?
@knowledgeshare13548 жыл бұрын
how can i apply central load force as sinx
@prashantvalecha15348 жыл бұрын
Sir, I have to model beam column joint. how to do that?
@SasiKumar-lb7tg8 жыл бұрын
sir. how to characterise support motion
@AngshumanBhardwaj7 жыл бұрын
+DrDalyO, how can we find shear force diagram and moment diagram from this? I know how to do for a line body case. Is it possible here? Or else, is it possible to find avg shear force on a section?
@mahmoud27257 жыл бұрын
hi there, good job but i have a question, how can we evaluate the bending angle on the middle of the beam ? and thanks (:
@jonny23157 жыл бұрын
exelente video )) Поздравляю )) thanks mate ))
@drdalyo7 жыл бұрын
thanks!
@aleksandarstanojevic51157 жыл бұрын
great video! tnx! means a lot! ;)
@drdalyo7 жыл бұрын
thank you!
@monte06823 жыл бұрын
Hello, how can we download file? I clicked it but can not download... it keeps asking that something is added to Chrome, but even after it is added it does not allow me to download.Thanks.
@akrammustafashaikh50067 жыл бұрын
Sir, can you please tell me how to analyze for cylindrical member. I'm facing problem with the edge can't get the right point
@drdalyo7 жыл бұрын
+akram shaikh good question, cylinder would not be as easy. 1) simplify the problem and use a line body with a cylinder cross section and use similar boundary condition as this video. For how to do this, check my new linear buckling tutorial. 2) add two thin flat square plates at the ends of your cylindrical beam, then apply similar constraints. This should not affect the results near the center of the beam. 3) you can use Remote Displacement constraints on the cylinder edge, say left BC, constrain in Y, X, Z and the right BC only in Y, Z. Not sure of the results but you can play around with using the cylinder edge or adding BC to specific elements or nodes near your support. You might get singularities but you can just ignore them if your focus is near the center. Hope this helps! Thanks for watching. Drdalyo
@ardiantoarno6 жыл бұрын
Sir, I'm facing the same problem with cylinder beam. But, I dont really get your explanation. Can you please help me by recording it?
@omarsameri85638 жыл бұрын
Dear Dr. DalyO I wonder if you can help to predict the collapse load in a simply supported beam and a cantilever beam by using ansys . Looking forward to hearing from you. Omar
@drdalyo8 жыл бұрын
+Galloper What do you mean the collapse load? you mean ultimate tensile strength? that would just be when the stress in the FEA reaches the limit of the material your using. So for example basic steel has a yield at 250MPa and ultimate at 500MPa, so load the model until your stress reaches this value, but if its a simple problem you could just calculate it by hand would be faster. Missing some details here, please give me more information. Thanks for watching!
@omarsameri85638 жыл бұрын
DrDalyo, thank you very much for your reply, collapse load is the load at which the beam fails. in other words, below this load the still safe,at and may be after this load the beam gonna collapse. I did the analytical solution and I just wanted to verify my results. Looking forward to hearing from you
@drdalyo8 жыл бұрын
+Galloper So then it is as i stated before, depending on your materials ultimate limit, it will fail at that point. so if your UTS is 500MPa, and the stress in ANSYS reaches that value, the material will completely fail.
@NTC8 жыл бұрын
+DrDalyO that was a good point to start with, also I wanna add the following. A structure may completely fail even well before yielding is reached. For some, buckling stresses may well below the yield stress. Thus the users have to calculate the "failing point", which takes into account the all possible failure modes, and compare the stress from ANSYS with that value.
@muhammadfahadarain16436 жыл бұрын
@DrDaylo, I would like to ask that do you have any video in which you have simulated failure of a material when the load reaches the ultimate limit of that particular material?
@justinprendeville26788 жыл бұрын
Hi is it possible to find the load required to reach a given deformation without trial and error?
@drdalyo8 жыл бұрын
+Justin Prendeville good question. No not really. Instead of applying a load, you can apply a "displacement" and then check the reaction forces to get an idea. Or you can do the trial and error but by using "parameters" so it will do it automatically
@vigneshsundar17548 жыл бұрын
yeah good question!!! I too have some doubts can you tell how to do using trial and error?
@LiamO59917 жыл бұрын
Is this using 3D beam elements, I have to do something similar for 1D beam elements; would these be sketching a line and using a cross section as opposed to sketching a rectangle and extruding?
@drdalyo7 жыл бұрын
+Liam Owens yes you could sketch a line and create a line body with an applied cross section, it would give very similar results and use less computing resources. See my video on linear buckling, i believe i use a line body. Also my video on a bridge i believe. Let me know if you have any other questions
@alijamal4857 жыл бұрын
?can u explane to me how can i make crack in this case
@bagisuresh92025 жыл бұрын
Hi Man, Could you please let me know the configuration of your system. As it is running too slow on my system
@drdalyo4 жыл бұрын
First generation i5 by intel with 16GB ram.
@piyabuttangjitmanngamkul43827 жыл бұрын
Hi Sir, first of all thanks for your sharing knowledge, really appreciate it. One quick question, I'm doing exactly the same case as yours but in 2D, thin-shell elements type. I was wondering that would i just be sketching the 2D surface and define the shell mesh in order to obtain less computational time and more accurate result or there is some other change should be made during this method? Thank you
@drdalyo7 жыл бұрын
+Piyabut Tangjitmanngamkul Your much better off using Beam elements, not shell. Draw a single line in modeler and then create a line out of it, then apply a crossection to that line (in modeler). So in this case it will be a square section, then apply the thickness/dimensions.
@misgiemarye67786 жыл бұрын
great mind ......
@brijeshmishra41657 жыл бұрын
sir xl file link is not working
@abdelrzak23996 жыл бұрын
btother which version of ansys do you work with?
@drdalyo6 жыл бұрын
+abd eel Ansys R15, or version 15
@michielbertels23414 жыл бұрын
Your model is not correct: if you lower the allowable change convergence percentage to 0.01% you will see that your model does not converge and so contains singularities and so is not valid... please check and let me know your findings
@iftekharrousseau4934 жыл бұрын
nicest
@hazalkara388 Жыл бұрын
👍👍👍🤍
@mazinomer35628 жыл бұрын
thank you very much for your video it very helpful am from sudan would you make simply supported RC beam am knew to ansys and i couldn't find helper for ansys here in khartoum anyway thanks
@drdalyo8 жыл бұрын
+Mazin Omer your welcome, please see my other videos on my channel, I have one on RC Beam under impact.
@mazinomer35628 жыл бұрын
yeah, thanks but i need static structural
@drdalyo8 жыл бұрын
+Mazin Omer I will post one in static structural soon.
@mazinomer35628 жыл бұрын
+DrDalyO yeah i have problem in modeling reinforcement in beam and how to make it work with model as reinforced beam
@NTC8 жыл бұрын
+DrDalyO Since there are many people interested in learning how to create the model (geometry) as well, it'd be very appreciated if you could please show step by step in these first videos to get us familiar with ANSYS. Later videos, maybe we can focus more about other things