Hi, Thank you for sharing. I wanted to know which method is used here to reach an 80% volume fraction?
@engineering_software5 сағат бұрын
As explained in the video the plug-in uses combination of three methods to create high volume fractions.
@fatemejafari504 күн бұрын
Fantastic!
@luizscosta905 күн бұрын
Great video! Thank you
@mugheesshahidkhan786 күн бұрын
i found this video useful. thank you sir
@edsonrodrigues314723 күн бұрын
Thank you for this excellent video! in 11:31, the derivative of deviatoric stress with respect to stress tensor is the identity matrix? isn't it (2/3)identity?
@mustaphachiad25 күн бұрын
a helpful vedeo, thanks
@张志文-n5s25 күн бұрын
Good job! Is this UMAT based on 3D Hashin criteria? Thanks~
@engineering_software25 күн бұрын
It is a 3D damage model similar to 3D Hashing model. Please find the free code and more information in our website: www.engssoft.com
@siddharthpachori645125 күн бұрын
Thank you so much. I wish my professor had explained this way. I have watched your other playlists as well. Keep doing the great work I have so much to learn from you.
@ParameswaranPed22d00825 күн бұрын
What is the significance of eigen values and no of eigen valie
@mangood338227 күн бұрын
Thanks a lot, it's very useful ! Will you upload the new video for explaining how to use FEM to evaluate stress triaxiality?
@anulekhachakraborty9901Ай бұрын
I have an imported part so in that I can not assign seam as it says "there are no geometry to assign seam". How to carry out countour integral crack modelling in such case?
@momon8738Ай бұрын
Hi, can you tell me the reference for the cohesive contact parameter, please?
@mohammadjameelzidan9281Ай бұрын
May God bless you, my dear friend. Could you please help me with an answer? Thank you for your patience. In the deep drawing simulation, I encountered several issues and need your insights. Why didn't the sheet pull down from the upper edges as shown in your educational video? Thank you!
@engineering_softwareАй бұрын
Please send us details via email.
@kahviarmandapurwanto8641Ай бұрын
Hello sir can i get the references for the value of tensile strength and others please?
@engineering_softwareАй бұрын
10.1016/j.proeng.2011.04.310
@kibromberihu-c2zАй бұрын
its supportive thank you👍
@danielbc8870Ай бұрын
Shouldn't you also create interaction (convection and radiation) at the top surface where the torch works?
@engineering_softwareАй бұрын
Yes this is more accurate
@kar-dt1hk2 ай бұрын
thank you sir for sharing this helpful video, sir i have modeled hollow sphere subjected to internal radials displacement, and my question is about meshing in Abaqus, i don't know how to create 1 μm × 50 μm at the inner cavity in radial direction and 100 μm × 50 μm at the circumference
@engineering_software2 ай бұрын
Please use meshing (seeding) borders. You can use this video: kzbin.info/www/bejne/rH20ZXtrlLZ1d8Usi=cHYuXEN51t8G1hXG
@kar-dt1hk2 ай бұрын
Very helpful video,thank you sir for sharing
@mohammadjameelzidan92812 ай бұрын
Job deepdrawing: Analysis Input File Processor aborted due to errors. Error in job deepdrawing: Analysis Input File Processor exited with an error Job deepdrawing aborted due to errors. This phrase appears when I submit for job.
@engineering_software2 ай бұрын
Are you using explicit or implicit solver?
@mohammadjameelzidan92812 ай бұрын
I am using explicit solver
@engineering_software2 ай бұрын
For explicit solver definitely there is a mistake following the steps of the videos. Please check all the step. And if you could not solve the problem please send details of error to me by email.
@mohammadjameelzidan92812 ай бұрын
Thank you for your kindness ❤❤
@AminRahimi-12 ай бұрын
thanks
@mohammadjameelzidan92812 ай бұрын
thank you
@mohammadjameelzidan92812 ай бұрын
thank you, can you complete this work
@engineering_software2 ай бұрын
You can find the complete series in the Playlist.
@fatemejamshidi79842 ай бұрын
Amazing!
@fatemejamshidi79842 ай бұрын
Thank you. It was very helpful.
@linghaokong43962 ай бұрын
thanks a lot for the vedio! But in 13:08, it should be subtract sign in stead of add sign in the maternal
@ASWATHYG-p9n2 ай бұрын
Hii, I am working on cellular lattice materials 3D modeling with struts in 3 dimensions. will this plugin work for such type of complex structures ie 3D RVE with cylindrical struts??? can i purchase this for my work??
@engineering_software2 ай бұрын
Yes it also works for lattice structures. However let's communicate by email for more details. [email protected]
@PhucNguyen-cs7vj2 ай бұрын
How do I know the name of HistoryRegion?
@maissabouguila16302 ай бұрын
HOW YOU GET THE PLASTIC STRAIN AND THE YIELD STRESS
@pma72243 ай бұрын
Hey. I tried to implement it in a matlab code. I want to silmulate a uniaxial tensile Test. After the first plastic step i get a little stress in the 22 and 33 component of the stresstensor. this false components are then go into the new trial stress and over several loops add up to a very false result. what do you think i did wrong?
@musedegefe59063 ай бұрын
Hope, you may consider loading/unloading on next video!
@engineering_software3 ай бұрын
Unloading was illustrated in this video.
@musedegefe59063 ай бұрын
Excellent video!
@zarbi25103 ай бұрын
thx you !!
@mahfoudhtaleb-ali66173 ай бұрын
Hello, nice work. How can I get the woven fabric which will be embedded in the matrix? is there a specific software to design the weave?
@MaitryPrajapati-b5y3 ай бұрын
How have you taken the values of tensile strength and compressive strength and others?? how you find that values?
@engineering_software3 ай бұрын
@@MaitryPrajapati-b5y please send us an email to send references.
@muhammadwaseem-xm2co3 ай бұрын
Hello sir, I have a hexahedral multi-block structured mesh in ICEM CFD, I got some results from this mesh. Now, I have to do a mesh independence test. Please tell me which is the correct way to increase the number of mesh elements: Should I 1) Re-mesh the whole geometry with smaller element size 2) increase the number of nodes in each block. 3) increase the scale factor like 1.2 or 1.3 etc.... Thank you!
@muhammadwaseem-xm2co3 ай бұрын
Hello Everyone! I have a hexahedral multi-block structured mesh in ICEM CFD, I got some results from this mesh. Now, I have to do a mesh independence test. Please tell me which is the correct way to increase the number of mesh elements: Should I 1) Re-mesh the whole geometry with smaller element size 2) increase the number of nodes in each block. 3) increase the scale factor like 1.2 or 1.3 etc.... Thank you!
@sebakoli67813 ай бұрын
Thank you for the detail explanation. But, how can I incorporate nonlinear hardening instead of linear hardening? At 7:41, the derivative of function 'f' w.r.t 'Δp' would not be (-3G-H) for nonlinear hardening. For example: derivative of linear hardening (HΔp) is 'H' but for power hardening law [H(Δp)^n], its derivative would contain Δp itself. Should I replace 'H' with [n*H(Δp)^(n-1)] in 'dΔp' expression and solve accordingly? I am not sure if you got my point or not. I hope you would provide some help and suggestions. Thank you again. Waiting for the response...
@김희태-x8k3 ай бұрын
ty
@Bistaolee3 ай бұрын
Thank you for this vidéo i have à question which curve we can plot in this simulation exept force-displacement ????
@johanharamboure57433 ай бұрын
Hi, thank you very much for these explanations ! One question though, how come the deformation increment is an input to the algorithm, when it depends on the deformation at step k+1? And tell me if I'm wrong, but it seems to me that this algorithm is not compatible with an explicit approach, given the sub-iterations required to calculate the plastic deformation increment.
@engineering_software3 ай бұрын
First about the implicit solver, in each increment several predictions and corrections for the final displacement happen, named as iteration. In each of these predicted displacements the UMAT is called and the stress is calculated. Please see this video to understand the implicit flowchart better. kzbin.info/www/bejne/fXWqlIGNh6h6a68si=iudM-PHv31iCZx_8 The explicit is totally different and we will discuss its algorithm and differences of UMAT and VUMAT in future videos.
@johanharamboure57433 ай бұрын
Thanks for your answers! Looking forward to the next videos ;)
@niklausory87473 ай бұрын
as of 2:17 mean stress relaxation you are in strain control ? and it is not shown here but do you reach a limit in the hysteresis ?
@farsiplier11654 ай бұрын
Thank you soo much. Your videos are really great. I wish you the best.
@ahmedabouseeda45494 ай бұрын
the best video I have ever seen to explain the main problem in Abaqus
@hcdeng12834 ай бұрын
Before watching this video, please read some textbooks about numerical analysis.
@hishamtariq70544 ай бұрын
Excellent explanation !
@kar-dt1hk4 ай бұрын
thank you sir for this video , i have modeled hollow sphere under internel radial displacement the material made of hyperelastic nehookena model, , sir how i can creat submodel for my problem ,pleases sir
@engineering_software4 ай бұрын
Is your main model shell or solid. What about the submodel?
@kar-dt1hk4 ай бұрын
@@engineering_software i have used axisymetric for modeld hollow sphere,has an internel radius A and externel radius B
@engineering_software4 ай бұрын
@@kar-dt1hk Why you don't follow the method of this video?
@yusufbabatunde29134 ай бұрын
Very insightful and informative video. Thumb up 👍
@arnobbaiga3184 ай бұрын
Sir,In dynamic explicit if i normalize my step time do i have to normalize my input time (used in boundary condition)
@engineering_software4 ай бұрын
When an amplitude is defined in boundary condition the timing is set by the step time.
@AbdulR-MannanB-4 ай бұрын
THANKS FOR VALUABLE INFORMATION
@KoreaPanorama4 ай бұрын
So informative video. Thanks a lot for sharing your knowledge and experience.