Dr. Michael Okereke - CM Videos
Dr. Michael Okereke - CM Videos
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How I Designed a Viral Conference Poster (And You Can Too!)
This video shows how you can use Microsoft PowerPoint to Design a Conference Poster with the potential of going viral. It shows how you can design the poster both from scratch building an impactful poster that will get others talking. #cmvideos #mioresearch #abaqustutorial #abaqus #poster #academicposter #researchposter #rve #boundaryparticles #abaqustutorial #abaqus #computationamodeling #academicjourney #academia
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TIME STAMPS
00:00 - Intro
00:22 - Download Poster Template
00:52 - Specify A0 poster dimensions
01:47 - Create design layout of the poster
03:57 - Initially create a separate Microsoft Word content of poster
04:51 - Create the topic banner section
06:57 - Create the columnar middle section of poster
07:33 - How to create fanciful section headings background
09:15 - Populate contents for column 1
12:38 - Populate contents for column 2
15:11 - Populate contents for column 3
17:39 - Create the conclusion section
18:12 - Incorporate QR code section
19:17 - Outro
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DOWNLOAD THE POSTER TEMPLATES
Here is the link to download the Microsoft PowerPoint folder used in this study: cmvig.cmvideos.org/. Please note you would need to subscribe first, before being redirected to a page where you can download the template
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I am writing a series of E-books to complement the contents on this channel. If you want to join my writing journey and get weekly newsletter about this, please subscribe via this link: cmvig.cmvideos.org/ebook-newsletter
👨‍👩‍👦 CM Video Insider
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Become a CM Video Insider (100% free) to access modelling resources, advanced workshops, bonus trainings, behind the scene contents and regular CM Video updates: cmvig.cmvideos.org/
✔️*Link to Michael Okereke's Finite Element Applications textbook
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Okereke, M. and Keates, S., 2018. Finite element applications. Cham: Springer International Publishing AG. amzn.to/3Bv54Di
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มุมมอง: 70

วีดีโอ

2 Boundary Condition Types That Change Stress-Strain Plots FOREVER
มุมมอง 15812 ชั่วโมงที่ผ่านมา
This video shows a comparison of two stress-strain plots generated separately from RVE model with Periodic Boundary Condition and Dirichlet Boundary Condition. TIME STAMPS 00:00 - Intro 00:52 - Theory of Dirichlet Boundary Condition 02:29 - Theory of the Periodic Boundary Conditions 05:47 - Simulation comparisons of PBC vs DBC 07:18 - Comparison of Stress-strain data - PBC vs DBC 10:30 - Outro ...
Abaqus Tutorial: Plot Perfect Stress-Strain Curves with Periodic Boundary Conditions
มุมมอง 449หลายเดือนก่อน
Abaqus Tutorial: Plot Perfect Stress-Strain Curves with Periodic Boundary Conditions
Stress-strain Graph based on this AMAZING Boundary Condition
มุมมอง 3652 หลายเดือนก่อน
Stress-strain Graph based on this AMAZING Boundary Condition
How to apply Periodic Boundary Conditions to Ductile Damage!
มุมมอง 3663 หลายเดือนก่อน
How to apply Periodic Boundary Conditions to Ductile Damage!
Ductile Damage Modeling EXPERT Shares Top Boundary Condition Techniques
มุมมอง 3613 หลายเดือนก่อน
Ductile Damage Modeling EXPERT Shares Top Boundary Condition Techniques
What is behind the Finite Element Software you use?
มุมมอง 4494 หลายเดือนก่อน
What is behind the Finite Element Software you use?
University Professor Shares Techniques for Writing Highly Cited Research Papers
มุมมอง 4335 หลายเดือนก่อน
University Professor Shares Techniques for Writing Highly Cited Research Papers
How a Beginner Wrote a Literature Review Really Fast with SciSpace AI!
มุมมอง 9005 หลายเดือนก่อน
How a Beginner Wrote a Literature Review Really Fast with SciSpace AI!
Academic POSTER Design: avoid these FIVE MISTAKES
มุมมอง 2606 หลายเดือนก่อน
Academic POSTER Design: avoid these FIVE MISTAKES
This is the MOST Comprehensive video about Ductile Damage.
มุมมอง 9K6 หลายเดือนก่อน
This is the MOST Comprehensive video about Ductile Damage.
Design of Cylindrical Specimen for simulating DUCTILE DAMAGE
มุมมอง 6646 หลายเดือนก่อน
Design of Cylindrical Specimen for simulating DUCTILE DAMAGE
See How I Designed an Amazing Hexagonal Lattice Structure
มุมมอง 4927 หลายเดือนก่อน
See How I Designed an Amazing Hexagonal Lattice Structure
How I DETERMINED the BULK MODULUS of a BCC Lattice Structure
มุมมอง 4587 หลายเดือนก่อน
How I DETERMINED the BULK MODULUS of a BCC Lattice Structure
A SURPRISINGLY simple FEA method to determine BULK MODULUS
มุมมอง 5387 หลายเดือนก่อน
A SURPRISINGLY simple FEA method to determine BULK MODULUS
I CREATED an unusual CYLINDRICAL RVE for a PARTICULATE composite
มุมมอง 4737 หลายเดือนก่อน
I CREATED an unusual CYLINDRICAL RVE for a PARTICULATE composite
RVE Modelling of Pure Shear Deformation of Syntactic Foams
มุมมอง 3177 หลายเดือนก่อน
RVE Modelling of Pure Shear Deformation of Syntactic Foams
RVE Modelling of Tensile Deformation of Syntactic Foams
มุมมอง 4938 หลายเดือนก่อน
RVE Modelling of Tensile Deformation of Syntactic Foams
Tensile Deformation of Hybrid Composites: An ABAQUS Tutorial
มุมมอง 5908 หลายเดือนก่อน
Tensile Deformation of Hybrid Composites: An ABAQUS Tutorial
RVE Modelling of Compression of Syntactic Foams
มุมมอง 4848 หลายเดือนก่อน
RVE Modelling of Compression of Syntactic Foams
How to DESIGN an ACADEMIC POSTER in Microsoft Word
มุมมอง 3.8K8 หลายเดือนก่อน
How to DESIGN an ACADEMIC POSTER in Microsoft Word
How to design RVE of a HYBRID COMPOSITE: An ABAQUS Tutorial
มุมมอง 6769 หลายเดือนก่อน
How to design RVE of a HYBRID COMPOSITE: An ABAQUS Tutorial
See a very STRANGE BUCKLING response of a thin-walled cylinder
มุมมอง 6599 หลายเดือนก่อน
See a very STRANGE BUCKLING response of a thin-walled cylinder
Step-by-Step Guide to Designing the perfect Syntactic Foam RVE
มุมมอง 7709 หลายเดือนก่อน
Step-by-Step Guide to Designing the perfect Syntactic Foam RVE
Revealed: The fact about RVE Size effect of Particulate Composites
มุมมอง 43910 หลายเดือนก่อน
Revealed: The fact about RVE Size effect of Particulate Composites
Model Open Hole Tensile Testing with Periodic Boundary Conditions
มุมมอง 63610 หลายเดือนก่อน
Model Open Hole Tensile Testing with Periodic Boundary Conditions
PURE SHEAR Modelling of PARTICULATE Composites
มุมมอง 35710 หลายเดือนก่อน
PURE SHEAR Modelling of PARTICULATE Composites
RVE MODELLING of PARTICULATE Composites in ABAQUS: Tensile Loading
มุมมอง 1.1K11 หลายเดือนก่อน
RVE MODELLING of PARTICULATE Composites in ABAQUS: Tensile Loading
Expert Tips for WRITING an EXCELLENT Research Methodology
มุมมอง 53111 หลายเดือนก่อน
Expert Tips for WRITING an EXCELLENT Research Methodology
How to CREATE STUNNING IMAGES for ACADEMIC Publications
มุมมอง 2K11 หลายเดือนก่อน
How to CREATE STUNNING IMAGES for ACADEMIC Publications

ความคิดเห็น

  • @Bistaolee
    @Bistaolee 3 วันที่ผ่านมา

    Hi if i simulate a bending of sandwich how can i get stress strain curve in with set i selected step variables

  • @tapashnandy3594
    @tapashnandy3594 4 วันที่ผ่านมา

    Can you show a simulation of an impact test using a stress strain diagram?

  • @rafalahmed30
    @rafalahmed30 4 วันที่ผ่านมา

    Can i use the property of ductile damage with concrete or it just use with metal materials?

  • @belbachirghalem5314
    @belbachirghalem5314 5 วันที่ผ่านมา

    Thanks so much.

    • @MichaelOkereke
      @MichaelOkereke 5 วันที่ผ่านมา

      No worries! Happy to help out. Let me know if you have any questions!

  • @AhmedKace
    @AhmedKace 5 วันที่ผ่านมา

    Thank you Sir

  • @LubeSniffer
    @LubeSniffer 7 วันที่ผ่านมา

    Why is this guy explaining the ancient geometry of Swiss cheese?

  • @nedamohammadi5608
    @nedamohammadi5608 10 วันที่ผ่านมา

    Thank you for your response. I am currently developing a UMAT subroutine to predict the nonlinear behavior of materials. In part of the code, I need to solve a system of linear equations ‘Ax=B’. Initially, I used Fortran libraries such as LAPACK and PARDISO to solve the system. However, these libraries do not provide accurate solutions for the equation’s roots. In contrast, MATLAB computes these roots precisely. To address this, I established a connection between Fortran and MATLAB to calculate the equation’s roots within the Fortran code. Currently, the Fortran code runs without errors in the Visual Studio 2019 environment and produces results consistent with my previous MATLAB implementation. However, when I integrate the Fortran code into the UMAT subroutine, Abaqus cannot access MATLAB libraries during the analysis phase. To resolve this issue, I conducted extensive research and made modifications to the abq2024.bat, win86_64.env, and custom_v6.env files to define the path for MATLAB libraries in Abaqus. The MATLAB libraries required for execution are located in the following path: C:\Program Files\MATLAB\Matlab Version\extern\lib\win64\microsoft. I tried adding this path both through Windows environment variables and by defining it explicitly in the .env files of Abaqus. However, the error persists and is displayed as follows: error LNK2019: unresolved external symbol engopen referenced in function umat.R error LNK2019: unresolved external symbol mxcreatedoublematrix800 referenced in function umat.R error LNK2019: unresolved external symbol mxgetdoubles800 referenced in function umat.R error LNK2019: unresolved external symbol mxcopyreal8toptr800 referenced in function umat.R error LNK2019: unresolved external symbol engputvariable referenced in function umat.R error LNK2019: unresolved external symbol engevalstring referenced in function umat.R error LNK2019: unresolved external symbol enggetvariable referenced in function umat.R error LNK2019: unresolved external symbol mxcopyptrtoreal8800 referenced in function umat.R error LNK2019: unresolved external symbol mxdestroyarray800 referenced in function umat.R

  • @mertcalskan8894
    @mertcalskan8894 10 วันที่ผ่านมา

    Great work ! And how can i plot engineering stress-strain graph ?

    • @MichaelOkereke
      @MichaelOkereke 10 วันที่ผ่านมา

      Hello, I think this video can help you: th-cam.com/video/gCQzzF8Few8/w-d-xo.htmlsi=KIzys71PZdDqOteg

  • @kagabodalee4768
    @kagabodalee4768 10 วันที่ผ่านมา

    hello Dr do you have any video explaining the analytical approach of this similar RVE model? want to do a comparision with my simulated results. thank you

    • @MichaelOkereke
      @MichaelOkereke 10 วันที่ผ่านมา

      Not, really, no video on comparing the analytical approach. This is relatively straightfoward and I did this in this publication of mine: doi.org/10.1016/j.commatsci.2012.12.036 This paper should give you the answer you want.

    • @kagabodalee4768
      @kagabodalee4768 9 วันที่ผ่านมา

      @ thank you Dr Let me check it out

  • @nedamohammadi5608
    @nedamohammadi5608 11 วันที่ผ่านมา

    Hello, Thank you for your helpful videos. How can I link Abaqus to external libraries?

    • @MichaelOkereke
      @MichaelOkereke 10 วันที่ผ่านมา

      Hello, thanks for the question. By external libraries, I assume you mean for example user-defined material subroutines, python libraries, etc. If that is the case, then this is not straightforward. It cannot be answered easily here. I will suggest you do your own research about this.

    • @nedamohammadi5608
      @nedamohammadi5608 10 วันที่ผ่านมา

      @@MichaelOkereke Thank you for your response. I am currently developing a UMAT subroutine to predict the nonlinear behavior of materials. In part of the code, I need to solve a system of linear equations ‘Ax=B’. Initially, I used Fortran libraries such as LAPACK and PARDISO to solve the system. However, these libraries do not provide accurate solutions for the equation’s roots. In contrast, MATLAB computes these roots precisely. To address this, I established a connection between Fortran and MATLAB to calculate the equation’s roots within the Fortran code. Currently, the Fortran code runs without errors in the Visual Studio 2019 environment and produces results consistent with my previous MATLAB implementation. However, when I integrate the Fortran code into the UMAT subroutine, Abaqus cannot access MATLAB libraries during the analysis phase. To resolve this issue, I conducted extensive research and made modifications to the abq2024.bat, win86_64.env, and custom_v6.env files to define the path for MATLAB libraries in Abaqus. The MATLAB libraries required for execution are located in the following path: C:\Program Files\MATLAB\Matlab Version\extern\lib\win64\microsoft. I tried adding this path both through Windows environment variables and by defining it explicitly in the .env files of Abaqus. However, the error persists and is displayed as follows: error LNK2019: unresolved external symbol engopen referenced in function umat.R error LNK2019: unresolved external symbol mxcreatedoublematrix800 referenced in function umat.R error LNK2019: unresolved external symbol mxgetdoubles800 referenced in function umat.R error LNK2019: unresolved external symbol mxcopyreal8toptr800 referenced in function umat.R error LNK2019: unresolved external symbol engputvariable referenced in function umat.R error LNK2019: unresolved external symbol engevalstring referenced in function umat.R error LNK2019: unresolved external symbol enggetvariable referenced in function umat.R error LNK2019: unresolved external symbol mxcopyptrtoreal8800 referenced in function umat.R error LNK2019: unresolved external symbol mxdestroyarray800 referenced in function umat.R

    • @nedamohammadi5608
      @nedamohammadi5608 10 วันที่ผ่านมา

      @@MichaelOkereke Thank you for your response. I am currently developing a UMAT subroutine to predict the nonlinear behavior of materials. In part of the code, I need to solve a system of linear equations ‘Ax=B’. Initially, I used Fortran libraries such as LAPACK and PARDISO to solve the system. However, these libraries do not provide accurate solutions for the equation’s roots. In contrast, MATLAB computes these roots precisely. To address this, I established a connection between Fortran and MATLAB to calculate the equation’s roots within the Fortran code. Currently, the Fortran code runs without errors in the Visual Studio 2019 environment and produces results consistent with my previous MATLAB implementation. However, when I integrate the Fortran code into the UMAT subroutine, Abaqus cannot access MATLAB libraries during the analysis phase. To resolve this issue, I conducted extensive research and made modifications to the abq2024.bat, win86_64.env, and custom_v6.env files to define the path for MATLAB libraries in Abaqus. The MATLAB libraries required for execution are located in the following path: C:\Program Files\MATLAB\Matlab Version\extern\lib\win64\microsoft. I tried adding this path both through Windows environment variables and by defining it explicitly in the .env files of Abaqus. However, the error persists and is displayed as follows: error LNK2019: unresolved external symbol engopen referenced in function umat.R error LNK2019: unresolved external symbol mxcreatedoublematrix800 referenced in function umat.R error LNK2019: unresolved external symbol mxgetdoubles800 referenced in function umat.R error LNK2019: unresolved external symbol mxcopyreal8toptr800 referenced in function umat.R error LNK2019: unresolved external symbol engputvariable referenced in function umat.R error LNK2019: unresolved external symbol engevalstring referenced in function umat.R error LNK2019: unresolved external symbol enggetvariable referenced in function umat.R error LNK2019: unresolved external symbol mxcopyptrtoreal8800 referenced in function umat.R error LNK2019: unresolved external symbol mxdestroyarray800 referenced in function umat.R

  • @AhmedKace
    @AhmedKace 13 วันที่ผ่านมา

    Thank you very much sir

  • @zeynepnurakyazc8075
    @zeynepnurakyazc8075 16 วันที่ผ่านมา

    Hi, Thank you very much for the video. I have a question. When doing DOF, you gave 3 for Z tensile and 1 for X tensile. Why did this happen?

    • @MichaelOkereke
      @MichaelOkereke 16 วันที่ผ่านมา

      Yes, correct. It is ABAQUS style. Material reference frames are 123 when they align with global reference frame XYZ. I have set the model up so that this is the case in which case 1=X, 2=Y and 3=Z. If you orient different so that the fibre axis (currently Z) lines up with the X-axis, then you would have the fibre modulus as E11 as traditionally reported in literature. In the case here, my fibre axis is Z-axis so E33 would be equal to E11 and the two transverse directions i.e. Y- and X- axis becomes the 2- and 3-material axis leading to E22 and E33 as reported in literature.

  • @TonyAbbeyFETraining
    @TonyAbbeyFETraining 17 วันที่ผ่านมา

    The mode shapes along the path are interesting - but there are several points I would make. You are plotting magnitude, not value so each mode shape is distorted as all values are absolute. If you chose ux, or uy (whichever is the appropriate normal surface direction) it would be much more relatable. I would always emphasize to viewers that these modes are independent, they are not showing any kind of progressive collapse. Similarly the 'values' of the deflections are arbitrary as they are eigen vectors. That is often a source of misunderstanding and it's always worth emphasizing. I apologize if you made these points but I missed them! It is very neat functionality in abaqus - I am envious. It would be great to see this method for a nonlinear buckling progression. I really like your videos. I have done a bit of RVE work and this was very interesting. I also really like your experiments with necking trigger with FEA. I have tried many times to tell clients that with no flaw and no material softening it just wont happen - and it's not a software bug!! Looking forward to more!

    • @MichaelOkereke
      @MichaelOkereke 16 วันที่ผ่านมา

      I really like your good comments TonyABbeyFETraining. I agree with all of them. I know the message about modes are incomplete. I just put something together quickly for illustration and it could be better. I did not make any effort to justify the predictions with analytical values (especially for simple pillar models). If that was done, then it could be a first step to justify/verify the solution before attempting a complex system as a thin-walled cylinder (in 3D). Thanks for all the insights you gave. I will look at them more. As regards triggering necking, you are right. I really like that video but it does not seem to draw a lot of audience to it since the points made in it is a bit nuanced. I am happy that there another nerd in my community like me in these things. Thank you and of course I will check out your channel.

  • @raulmasi7857
    @raulmasi7857 17 วันที่ผ่านมา

    How could be done this for 3D loads? I need a parabolic interpolation of a pressure load along the span in a 3D rectangular wing, I have the pressure distribution at the ends of the wing and at the midline.

    • @MichaelOkereke
      @MichaelOkereke 16 วันที่ผ่านมา

      Hello, This is a good question. I think it can be done. You do a similar thing but just make sure you specify it as a surface (i.e. in terms of x and y values for example z = f(x,y)). The analytical fields can specify expression in terms of x and y. I have not tried it before but I think this is possible. Maybe in future I will explore this.

  • @sameterkan3892
    @sameterkan3892 19 วันที่ผ่านมา

    Hello Professor, It is a real lecture ! Unfortunately, this information is not conveyed in any school. Thank you for your efforts. Greetings from Turkey

  • @sameterkan3892
    @sameterkan3892 22 วันที่ผ่านมา

    Thank you professor, good lesson!

  • @MuzammilKhan-di8qq
    @MuzammilKhan-di8qq 22 วันที่ผ่านมา

    Dear Sir, The macroscopic modeling of nanocomposites requires a multiscale approach. In this context, we have successfully coupled the Representative Volume Element (RVE) with Finite Element Method (FEM) to solve a basic rectangular domain. I would like to explore the impact of nanocomposites on various complex structures. Can the same RVE-FEM approach be directly applied to these structures, or should the resulting properties from the RVE-FEM analysis be used as input parameters for more complex models?

    • @MichaelOkereke
      @MichaelOkereke 22 วันที่ผ่านมา

      Yes... you use RVE to generate properties for your complex geometry problem.

    • @MuzammilKhan-di8qq
      @MuzammilKhan-di8qq 22 วันที่ผ่านมา

      @@MichaelOkerekeSir, I further need a clarity on it. For example my structure is a honeycomb panel consisting of many cells. Direct honeycomb structure could be employed for RVE analysis? Or RVE properties from a simple rectangular domain should be utilized as input for bulk structures analysis? One more question is how the varying weight percentages of nanoparticles is defined in the matrix? Thank you for your time and consideration to this.

  • @HamaduOsman-k3d
    @HamaduOsman-k3d 25 วันที่ผ่านมา

    40.9.2004

    • @MichaelOkereke
      @MichaelOkereke 22 วันที่ผ่านมา

      What does this mean?

  • @HamaduOsman-k3d
    @HamaduOsman-k3d 25 วันที่ผ่านมา

    1977.1969

  • @HamaduOsman-k3d
    @HamaduOsman-k3d 27 วันที่ผ่านมา

    Delt.No.Rfga..2.010.2.0.24

  • @AbdoolahBa
    @AbdoolahBa หลายเดือนก่อน

    Hi I would like to ask you how to extract residual stress from a section in Abaqus from the ODB files? Thank you

    • @MichaelOkereke
      @MichaelOkereke 22 วันที่ผ่านมา

      You need to read the odd file with a python script and see stress in select elements.

  • @noamaanshaikh5702
    @noamaanshaikh5702 หลายเดือนก่อน

    Hello Dr. Okereke, I am simulating a tensile test of CFRP using a shell element. In my first approach, I fixed one end and applied shell edge load on the other but I ran into a convergence issue. Because of that in my second approach, I applied shell edge load on both ends. I created history o/p and requested RF over the nodes on the two end edges but I got zero reaction forces although the Sim. ran successfully. Can you please advise me to follow the right approach? I also want to plot a Force vs Displ. curve Best wishes

    • @MichaelOkereke
      @MichaelOkereke 22 วันที่ผ่านมา

      Use the approach I use in my model using a referral point note and kinematically link it to the edge. Apply your load on that node and extract your history output from that reference point node.

  • @AnimalZone247
    @AnimalZone247 หลายเดือนก่อน

    Thank you very much. Very helpful 👍

  • @experimentaldiaries
    @experimentaldiaries หลายเดือนก่อน

    Sir please make a video on plain woven bidirectional composite cylinder in Abaqus.

    • @MichaelOkereke
      @MichaelOkereke 21 วันที่ผ่านมา

      No idea of how to do so... sorry!

  • @imhusker
    @imhusker หลายเดือนก่อน

    I think the displacement at failure is calculated wrong. It should be the product of the characteristic length and (plastic damage failure strain and plastic damage initiation strain). Per Abaqus keyword documentation: Data lines to specify damage evolution for TYPE=DISPLACEMENT, SOFTENING=LINEAR without the MIXED MODE BEHAVIOR and the RATE DEPENDENT parameters First line Effective total or plastic displacement at failure, measured from the time of damage initiation. (Units of L.)

    • @MichaelOkereke
      @MichaelOkereke 21 วันที่ผ่านมา

      You could be right... I need to check carefully... the principle remains though.

  • @domingochangk9987
    @domingochangk9987 หลายเดือนก่อน

    That great work video really, would you how to create anchor, deviator with a saddle-shape on T-beams?

  • @experimentaldiaries
    @experimentaldiaries หลายเดือนก่อน

    Hiw to make plain woven (bidirectional) composite cylinder in Abaqus.

    • @MichaelOkereke
      @MichaelOkereke 21 วันที่ผ่านมา

      No ideas about this

  • @experimentaldiaries
    @experimentaldiaries หลายเดือนก่อน

    Sir please make a video on plain woven (bidirectional) composite cylinder.

    • @MichaelOkereke
      @MichaelOkereke 21 วันที่ผ่านมา

      Sorry no idea of how to do this

  • @DrAliFFahem
    @DrAliFFahem หลายเดือนก่อน

    Thank you for your help

  • @AsefaChekol-ce3es
    @AsefaChekol-ce3es หลายเดือนก่อน

    really helpful

    • @MichaelOkereke
      @MichaelOkereke หลายเดือนก่อน

      Glad you thought so!

  • @CP-zi3eg
    @CP-zi3eg หลายเดือนก่อน

    Thank you for the video. I have a question: if I have a model meshed with shell, loaded in bending and I want to plot the two strains at the top and bottom of one element as a function of displacement, which is the procedure that you suggest ?

    • @MichaelOkereke
      @MichaelOkereke หลายเดือนก่อน

      I will imagine the localised approach since you are targeting the strains at specific locations on the beam.

    • @CP-zi3eg
      @CP-zi3eg หลายเดือนก่อน

      @MichaelOkereke thank you for your reply. But how could I choose section points, bottom and top of the shell e.g., and select them in history output so that i can plot their strain values. I'm thinking something like two strain gages fixed back to back in a given location of a panel

  • @Media-yesu
    @Media-yesu หลายเดือนก่อน

    Thank you Dr. Michael .O what you did for us. can nano composite modeling by DIGIMAT???

    • @MichaelOkereke
      @MichaelOkereke หลายเดือนก่อน

      I think you can, but I'm not sure, definitely, as I do not use it.

  • @souicisouici5446
    @souicisouici5446 หลายเดือนก่อน

    Sir,how did you find unit of stress? (mpa).Area=100micro×100micro.and force =3.1E12 N

    • @MichaelOkereke
      @MichaelOkereke หลายเดือนก่อน

      Hello, this video from my channel will try to give you sufficient answers to this question in more details for you: th-cam.com/video/YeCBDkjEmDU/w-d-xo.html

  • @tccmonografiaartigoscienti29
    @tccmonografiaartigoscienti29 หลายเดือนก่อน

    Scispace discount Leni40 (40% off plano anual) on our annual plan Leni20 (20% off plano mensal)

  • @sholagberu12
    @sholagberu12 หลายเดือนก่อน

    Thank you for doing this Prof. Please I'm unable to locate the full video

    • @MichaelOkereke
      @MichaelOkereke หลายเดือนก่อน

      It's on the base of the TH-cam short where you watched it.

  • @sportvs9459
    @sportvs9459 หลายเดือนก่อน

    Please share ur contact I like to have a private discussion with you

    • @MichaelOkereke
      @MichaelOkereke หลายเดือนก่อน

      It is better you contact me via email by joining my CM Videos Insider Group through this link: cmvig.cmvideos.org where you get a welcome email from me, and from there just get in touch.

  • @its_ahobar4408
    @its_ahobar4408 หลายเดือนก่อน

    What is this, Maya?

    • @MichaelOkereke
      @MichaelOkereke หลายเดือนก่อน

      What do you mean by May? Am not sure!

    • @its_ahobar4408
      @its_ahobar4408 หลายเดือนก่อน

      @@MichaelOkereke which software?

  • @kasiabalcer5119
    @kasiabalcer5119 หลายเดือนก่อน

    Thank you! This video was really helpful. I have question - Why was U2=20 at the bottom of the dog bone? Thank you

    • @MichaelOkereke
      @MichaelOkereke หลายเดือนก่อน

      Which part? Please explain the question.

  • @Media-yesu
    @Media-yesu หลายเดือนก่อน

    Dear Dr. Michael Okereke please your email???

    • @MichaelOkereke
      @MichaelOkereke หลายเดือนก่อน

      Please go to the about us page on my TH-cam channel page. You will see the address.

  • @VedanthB9
    @VedanthB9 หลายเดือนก่อน

    Hello Dr. Okereke, thanks very much for your insightful videos! I am working on simulating the soldering process of components onto a PCB. How should I proceed? Any tips or guidance would be greatly appreciated.

    • @MichaelOkereke
      @MichaelOkereke หลายเดือนก่อน

      I suggest you look at Google scholar on papers about this. I am not able to help now.

  • @belbachirghalem5314
    @belbachirghalem5314 หลายเดือนก่อน

    Great video,Thanks you sir

  • @mugheesshahidkhan78
    @mugheesshahidkhan78 หลายเดือนก่อน

    Hi sir first thank you so much for taking a positive responsibility for society to educate abaqus software. Sir I am doctoral student sir I am interested to know in this video tutorial why you didn't use anisotropic values for natural fibers?. Thank you

    • @MichaelOkereke
      @MichaelOkereke หลายเดือนก่อน

      Thanks for the query. The fibre I used (E-glass) does not show anisotropic properties. If you want to use an anisotropic property for say carbon fibre, then by all means go ahead. You have to slect the right model for anisotropic properties modelling from ABAQUS material library.

  • @r.sadeghpour
    @r.sadeghpour หลายเดือนก่อน

    Thanks for your great video I want to know how to access excel file? (I could not find in the CM Videos) I have a few questions: 1- Instead of corner nodes, is it possible to use a reference point? If it is possible to use RP, should we just use the RP history output? 2- Is it not necessary to use the net area of ​​the material to calculate the stress? (I mean in this example the area = 100*100 - void area)

    • @MichaelOkereke
      @MichaelOkereke หลายเดือนก่อน

      i do not believe the excel file was part of this. I have videos on the channel on pbcs and stress-strian which you can extract thhe files there.