Mostafa Ismail

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@PatrikHlebecStor 3 күн бұрын

Thank you, very much. I have been trying to run it with surface to surface contact and failed every time...

@zainsaeed147 6 ай бұрын

May i know from where we can get the properties of the cohesive material ???

@yasmeenabdelkareem477 2 жыл бұрын

hello, is there any difference between cohesive elements and interface elements, or they are similar??

@laurenciusnugroho4219 2 жыл бұрын

Hello Mr. Mostafa, Can I get the detail about cohesive material property ?

@Potentflowconsult 3 жыл бұрын

Thank you. I struggled with this for a long time

@sandyyansiku8440 3 жыл бұрын

Please show the behavior of the cohesive element in terms of stress, friction or slip magnitude, etc.

@MJs-85 3 жыл бұрын

if i'm not seeing the option of SM in drop down menu from tool bar in results (visualization) does that mean there are no bending moments ? and therefore no bending stresses ?

@wasewase6393 3 жыл бұрын

Hello , How can i get this great application?

@mohammadsayeed9405 3 жыл бұрын

Appreciate your work please share Excel sheets [email protected]

@mohammadsayeed9405 3 жыл бұрын

Hello sir please share Excel sheets [email protected]

@mohamedelhatmi7403 3 жыл бұрын

What are E/Enn and G/Ess and G/Ett ?

@noamaanshaikh5702 2 ай бұрын

damage initiation values

@rabindra_maharjan 3 жыл бұрын

How did you learn... Plz teach me... I have basic excel skill but i don't know how you did these structural analysis

@jiajunzang2952 3 жыл бұрын

？？？

@sayedghalleby2522 3 жыл бұрын

Without mass?

@nguyenanht.3066 3 жыл бұрын

After plot bending moment of beam insert, we must convert moment values to moment of real frame base on equivalient EI? Thanks

@HassanAlali-q6u 4 жыл бұрын

السلام عليكم .. كيف ممكن أتواصل معك ؟

@mostafaismail43 2 күн бұрын

وعليكم السلام حسن. اعتذر. ردي متأخر اربع سنوات. لم أر رسالتك الا الآن.

@MISifan 4 жыл бұрын

Thank you very much for the method. It really works.

@王修远-t8t 4 жыл бұрын

Thank you for this video! That's really a good help for me !!

@vaidehicrs9898 4 жыл бұрын

Is cohesive behavior only for Dynamic Explicit analysis ? or can we use for static general analysis also ?

@vaidehicrs9898 4 жыл бұрын

Hi Mostafa, I am getting error that "The interaction "Int-1" references a contact property (CohesiveProp) that contains the damage or cohesive behavior option. These options cannot be specified with General contact (Std) interactions. Ok to continue with the input file generation ? "

@joonabil 4 жыл бұрын

Thanks for the interesting video but how I can model crack propagation in two attached members with and the crack started in the first member and is going perpendicular through the adhesive layer and finally propagate in the second member

@vaidehicrs9898 4 жыл бұрын

Hi Mostafa, Why you defined contact pair between the 2 blocks and not tie constraint ? There appears to be sliding contact between the 2 blocks. But what if we have a composite structure which needs tie between the sandwiched layers. Do we still use the general contact in that situation or can we use this fake property even in tie constraint ? Regards,

@naveedahmadkhanniazi642 4 жыл бұрын

Thank You Sir Mustafa.... I am wondering after Knowing that Your Name is Mustafa Ismail.... Lots of Respect. From Pakistan. kindly send me your mail so that I can contact you for queries..

@addisuarkato5854 4 жыл бұрын

Interesting and teachable video go ahead!

@DianaAbdulhameed 5 жыл бұрын

In your model, you defined the cohesive elements on block 1. But how do you define the connection between the cohesive elements and block2? Or how Abaqus understands that the Cohesive element is actually kind of a glue between Block1 and Block2? It seems that something is missing from this model.

@nicologrilli9931 4 жыл бұрын

I have the same observation. I try this procedure and block 1 and block 2 are not connected at all. Only block 2 moves, where displacement boundary conditions are applied but there is no interaction. Indeed block 1 does not show any stress or displacement in the video. Creating cohesive elements require to specify that a given cohesive element includes nodes belonging to the two parts. I don't know how to do it in CAE.

@mehdishishehbor5945 4 жыл бұрын

He forgot to add interaction. Simply using a tie between the cohesive element and surface of the other block will do the job.

@aquibansari5080 5 ай бұрын

@@mehdishishehbor5945 Is a 'tie' between block 1 and cohesive surface already implied when you the the mesh that way?

@阿姆斯特朗回旋加-p5i 2 ай бұрын

@@aquibansari5080 No, the nodes are naturally connected in block 1 and the cohesive surface, because the generation process is "offset" based on the original mesh. It's the block 2 that needs the “tie” to establish the connection.

@amrmasoud5580 5 жыл бұрын

Please tell me how to adjust the dynamic explicit parameters in ABAQUS to be equivalent to the static loading? Thanks

@DolfocarAli 5 жыл бұрын

thank you for the video i have question can you help me how to show the cracking area in abaqus ?

@yongqi914 5 жыл бұрын

Hello! Thank you so much for the amazing video :D Is it possible for me to contact you via e-mail? Thank you.

@yura13berlin 6 жыл бұрын

Thanks very much for professional lesson !!!

@andromeda45 6 жыл бұрын

Mostafa Ismail after the damage of the glue between blocks , the blocks will have a friction I think, so, I think you should define tangential behaviour also .

@imhusker 21 күн бұрын

I think it is not a “fake” property, but it is the contact property that replaces the cohesive property when the bond fails. It handles the condition if the parts come in contact after bond failure. This is the property you would give friction if that’s what you want. Without a “fake” property, the parts could penetrate each other, so you have to have it. I think it should have a normal property to prevent penetration. If the parts do not come in contact after bond failure, then it can be any property, like he says.

@gianlucaborgna1638 6 жыл бұрын

How to apply the same in Abaqus/Standard? I tried to the same but Abaqus told me that is not possible for std.

@gianlucaborgna1638 6 жыл бұрын

I mean to define cohesive contact as general contact.

@yongqi914 5 жыл бұрын

@@gianlucaborgna1638 Do you know what unit he's using? in mm or m? Thank you

@joeyliu8576 6 жыл бұрын

why did you set the value of "out of plane" when you edited the cohesive section?

@mustafakhalil007 6 жыл бұрын

Hello Mr Mostafa Ismail, thank you for all your demo. they way of cohesive is very interesting , is that possible to applied that module for fiber pull-out from composite matrix ?

@tinyqq8678 6 жыл бұрын

Thank you for this video. Your tutorial is so clear.

@李兴济-b1w 6 жыл бұрын

Thanks for your helpful video！ I have a question that does the fake property work in the simulation? Or both of them works?

@imagimaniac3762 6 жыл бұрын

First of all, very much thankful for the video. What kind of Step have you used in this? Because While submitting the job I am getting error message saying cohessive behavior cannot be used if interaction property is global contact property in general explicit model

@feinonggao4677 6 жыл бұрын

how can we define the interactions between the two blocks? I think simply generate another layer will not do

@saharmoeini3728 6 жыл бұрын

How can I determine the damage constants for cohesive elements?Thank for the video.

@AbirMejdoub 6 жыл бұрын

experimentally with DCB and ENF test

@chandrashekharlakavath8748 6 жыл бұрын

Thank you for video. can you please provide more details of damage criteria details(ref.) how we can take Knn,Ktt etc values.

@nabajyotisarkar7418 7 жыл бұрын

Sir if I use same 2D analysis then how can i get SF n BM we need to use wire or what please make a video

@Untagraphy 7 жыл бұрын

Do you mind to share the cae file? I try to several model using solid element, but couldn't produce the moment from SM. mind to help me?

@vlog_kids_masti 7 жыл бұрын

Thanks. pls upload soil structure interaction tutorial.

@yongqi914 5 жыл бұрын

Hello, do you know what unit he's using?

@jaspeengenharia1505 4 жыл бұрын

@@yongqi914 I Think that's Pa, M, N.

@yongqi914 4 жыл бұрын

Jaspe Engenharia Thank you so much

@tawfee23okasha 7 жыл бұрын

SA Mostafa I have a question. When you created the cohesive elements from the surface you assigned 0.0 thickness to it. Yet, when you defined its section you chose it to be 2 mm. I dont get this. Can you kindly explain?

@joeyliu8576 6 жыл бұрын

I can't get it either, have you figured it out now?

@nicholasfantuzzi8514 7 жыл бұрын

I'd be more useful to share the INP

@aakalim 7 жыл бұрын

Thanks a lot for the video. Really well explained. My question is will the same procedure of defining the cohesive surface interaction work if we have a general static step instead of a dynamic explicit one?

@علاءالعزاوي-ت1ر 7 жыл бұрын

hi, my friend, i need making the mode soil and appear some problem THE SLAVE SURFACES ASSEMBLY_S_SURF-14 AND ASSEMBLY_S_SURF-12 INTERSECT EACH OTHER. THEY ARE PAIRED WITH MASTER SURFACES ASSEMBLY_M_SURF-16 AND ASSEMBLY_M_SURF-12 THAT ALSO INTERSECT EACH OTHER. IF BOTH PAIRS ARE *CONTACT PAIRs, THESE TWO PAIRS SHOULD NOT BE SIMULTANEOUSLY PRESENT IN A STEP BECAUSE OF POSSIBLE CONVERGENCE PROBLEMS; USE *MODEL CHANGE,TYPE=CONTACT PAIR TO REMOVE ONE OF THEM. IF BOTH ARE *TIE PAIRS, THE REDUNDANT TIES WILL BE REMOVED AUTOMATICALLY. IF ONE PAIR IS *TIE AND ANOTHER IS *CONTACT PAIR, REMOVE ONE OF THEM.

@yongqi914 5 жыл бұрын

Hey, do you know what unit he’s using? علاء العزاوي

@zhouchengsu1431 7 жыл бұрын

The load on the left block is not transferred to the right block because no interaction between the cohesive layer and the left block is defined.

@mostafaismail43 7 жыл бұрын

Excellent comment! You are right. I expect users to replicate the interaction I have created in the video between the right block and the cohesive layer for the left block.

@aliaboulatta5253 7 жыл бұрын

do you mean i need to create another cohesive layer on the left block as well ??

@mostafaismail43 7 жыл бұрын

Ali Aboulatta yes

@rakshithcr3928 7 жыл бұрын

I think left block should be tied to right block's cohesive element layer??

@reihanehjamshidi5219 5 жыл бұрын

I think you are right. Have you been successful doing so? @@rakshithcr3928

@aminekamel5644 7 жыл бұрын

thank's i need an example for fsw

@ceminan7927 7 жыл бұрын

thank you so much for the video.

@ceminan7927 7 жыл бұрын

thanks for the video. could you make tutorial of zero thickness cohesive elements?

@mostafaismail43 7 жыл бұрын

Check this one: kzbin.info/www/bejne/mHWtnIZmhNSAbaM

Ең жақсы KZbin

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