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EngineeringNinja_ROUF
เข้าร่วมเมื่อ 12 ส.ค. 2023
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Evaluating material behaviour in Abaqus
ABAQUS provides an Evaluate option that allows users to view the behaviour predicted by a material model especially Elastic models and that allows user to choose a suitable material formulation. This video briefs about the same
มุมมอง: 109
วีดีโอ
Simulation of a Blast on Plain and Reinforced concrete panel using JH-2 material model. Abaqus
มุมมอง 985 หลายเดือนก่อน
This video shows the simulation of a Plain concrete (PC) and Reinforced concrete(RC) panels under Blast loading. JH-2 material model was used for concrete and reinforcement was modelled using elasto-plastic constitutive law.
How to Implement/Invoke Johnson Holmquist-2 (JH2) material model in Abaqus? Advanced Module-Abaqus
มุมมอง 4806 หลายเดือนก่อน
JH2 material model is used to simulate Concrete and Concrete like materials when subjected to high strain rate loadings like Impact. This tutorial shows how to invoke JH2 material model in Abaqus software since it is not available in the GUI of the software and is available as VUMAT. A similar procedure can be used for the JHB material model. Enjoy Comment for any query Drive link for JH2 paper...
Modeling and Analysis of a Cantilever Beam-StaadPro for Beginners
มุมมอง 2098 หลายเดือนก่อน
This is the 3rd video of the Module "StaadPro for beginners". Here, beam is modeled and analysed. This is the start point for the Analysis of structures using StaadPro. Enjoy
StaadPro Modeling -Part 1
มุมมอง 9811 หลายเดือนก่อน
This is the 2nd Video of StaadPro for Beginners. This is the part-1 of Modeling structures in StaadPro. Here, we learn how to create geometries and how to use selecting tools.
Tensile Test on a Steel rod
มุมมอง 209ปีที่แล้ว
This is the first tutorial of module 2 -ABAQUS Advanced Module. Tensile test of Steel rod is simulated. Force displacement and Stress strain plots are extracted.
Split Tensile Test-Concrete failure pattern- Animation
มุมมอง 228ปีที่แล้ว
MicroScale Modeling and Analysis of Concrete. Aggregates, Mortor and ITZ are modeled using Image processing and Meshing techniques. Density driven damage model is utilised to simulate the behaviour of concrete.
Introduction to STAAD Pro
มุมมอง 105ปีที่แล้ว
This is the first video of the Module "STAAD Pro for beginners". STAAD Pro software is introduced.
Modelling and Analysis of RC Column - Abaqus for beginners
มุมมอง 7Kปีที่แล้ว
Last tutorial of "Abaqus for beginners Module". Idea is to know various tools of the software.
Create a Glass | Change background and more
มุมมอง 171ปีที่แล้ว
This video is about learning to create different geometries. In this video, a GLASS is created. Furthermore, some information regarding tools like "VIEWS" is provided.
Playing With Tools | More Geometries || ABAQUS
มุมมอง 192ปีที่แล้ว
This tutorial is a continuation of a last tutorial wherein we are learning to use Abaqus tools to create different geometries.
Projectile Ricochet from the Concrete Wall-Animation
มุมมอง 110ปีที่แล้ว
Projectile Ricochet from the Concrete Wall-Animation
Play with tools | Create different geometries-ABAQUS
มุมมอง 200ปีที่แล้ว
This video is about learning ways to create different geometries in Abaqus by making use of different geometry tools of the Software.
Beam Bending in ABAQUS-3D | Abaqus for beginners
มุมมอง 611ปีที่แล้ว
The video is a continuation of the previous tutorial on solving a beam bending problem. Here, a 3D cantilever beam is modeled and analyzed. Again, very helpful to get started with Abaqus.
Beam Bending in ABAQUS-1D |Abaqus for Beginners
มุมมอง 889ปีที่แล้ว
Beam Bending in ABAQUS-1D |Abaqus for Beginners
Dear, this is really very very helpful. I was struggling with a bit from the past one month. You just sorted it out. Thank you so much. God BLess you.
❤ Thank you dear
Sir I'm still facing warnings and error can i get in direct contact to clear my problems
Please reach out to me at my number 6006403611
very nice greetings from germany >!!
Greetings dear revylee, Hope you enjoy my videos
What about FS and segIMax SigFMax ?? How you calculate it
Dear engaliabdelaziz, Please refer to the paper given in the description.
@@EngineeringNinja670 in this paper it is not mentioned other parameters is clear but for what I mentioned it is not clear
Can you please share the model
Dear indirjit... Everything is explained in the video how to incorporate the model. If u still have queries please elaborate
Sir how to get theta for a particular node
Could you elaborate more on this so that I can clarify it to you.?
24:00，after submit the job("JH2.inp")，abaqus did not start, i am confused and wonder how to submit the job, i don't know how to submit jobs with built-in materials
Thank you very much
We will be posting more videos. Keep watching
Superb video. Please make more❤
Thank you, I will
Please do upload a complete series of design of frames in staad pro, Etabs if possible
Thanks.. Explained in a simplest manner.
Thank you very much.
THANK YOU , WATING FOR MORE INTERESTING LESSONS
You are welcome
Please see other videos I have posted
Nice .
Thank you! Cheers!
At around 6:12 you said that you're giving the plastic properties as input. What if I don't know the plastic properties beforehand? How is it going to affect my results? At times I would want to estimate the failure and inelastic properties of the material I wish to simulate for which, prior knowledge of these values might not be available (not even in literature at times).
It is essential to provide the constitutive model of the material we are analysing. Suppose if we are doing an elastic analysis we must provide the elastic properties of the material ( in turn we are providing the elastic constitutive law (Hooks law). If we intend to perform non linear analysis of a material, we need material constitutive model (could be anything elastic, plastic, viscoelastic, thermoplastic etc, depending on the material and action). These models or the properties may be given in the literature or we may have to do experimental testing to calibrate those models.
can you please make a video on how to model contact/interaction between a rigid shell element and a deformable shell element
Sure. An advance module will cover that
If we alreaady defined the Poisson's ratio while creating our material, why do we need to specify it again while creating the section?
Dear Rohit, Please refer to the following documentation. dsk-016-1.fsid.cvut.cz:2080/v6.12/books/usi/default.htm?startat=pt03ch12s13s04.html This should clarify the difference. Related to how the material behaviour and the cross-sectional behaviour are computed.
Keep posting. good work
Nice 👍
Helpful Video! Keep making such videos!
Great work. Keep going and gud luck!
Informative ❤
Thanks 🙂
Good one
😍
Very nice dr saib
Knowledgeable video.. good work 👍
Masha Allah
Great stuff❤
Helpful video!
❤❤❤❤
Helpful
Useful
Mashallah.
Good 👍
❤❤
Useful!
Helpful!!!
MashaAllah
nice content
❤❤
😍
Masha Allah
For downloading ABAQUS, click. getintopc.com/softwares/analysis/ds-simulia-abaqus-2016-v6-14-free-download/ For installation guidance, click th-cam.com/video/Jy4GSl2Etwo/w-d-xo.html
Soo informative 👌
Useful video. I believe it would be better to keep your camera window to one side.
Zaroor
MashaAllah
Great job 👍
Masha Allah
I highly recommend it.
Thank you Sahil.
❤❤❤❤❤