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Hi, thanks for your comment. the link in the description and to get access to the code, you should proceed through our website

Hi, If you mean to define a parameter for that in the settings, there isn't such thing; the shear failure will be calculated by the Abaqus based on the compressive and tensile material properties you have provided.

Hi, thanks for your comment and presicion. Your comments are noted and we try to make it better in our upcoming videos. You helped us alot.

Hello, the reason you get 0 results in stress or displacment because you didn't define boundary condition properly. and if you need a specific answer you must explain more. you contact us via our WhatsApp: +1 (740) 966-1814

Hi, thanks for your comment. No, we have no video about such a thing but if you have any, we would be thrilled to work with you.

Hi, thanks for your comment. I don't understand your question completely. can you be more specific? All I can say now to import a model in Abaqus, you have to use the "Import" option from the "File" menu.

@@caeassistant7734 How to take the model and result tree. That section is invisible in my abaqus

Your welcome. We hope that this was helpful to you.

You're welcome. Your compliment gives us a boost. please feel free to tell us your suggestions, ideas, and Critics to help us make more videos like this.

Hi, thanks for your comment. You're right. sorry for our mistake and thanks for noticing and informing us. The NTENS=6 and the number of state variables equal 12.

Hi, that depends on your relations and formulas for the FGM material. Besides, converting the USDFLD to VUSDFLD is not easy because in each one the definition of the variables could be different. If you are interested, you can get the full tutorial, which its link in the description.

Hi, to see the details of the python script and learn how to work with, you can buy the full tutorial of the package, which you can get access to it with the link in the description.

Hello, First you need to obtain the residual stress of your model. One way to model residual stress is to use "Predefined Field" tool in Abaqus. next, it's better to create a path of nodes or edges of the region of your model where you need to analyze the residual stress. after that use the "Create XY Data" tool to plot.

Thank you for your comment. In this video, we intended to show how to model a 3D truss with the truss elements. This idealization is not totally inaccurate; yes, there might be differences in the stress results at joints but it’s not like that the results are wrong.

Hi, thanks for your comment. You can get the older version of AM modeler through the 3ds.com website users communities.

Glad you like them. Please let us know if you have any suggestions or criticism to help us make our videos better

Hi, thanks for your comment. You see only these two options (Thermo-mechanical and eigenstrain) because that is the newer version of the AM Modeler. In this part of video, it is showing the older version, which have three options.

Glad it was helpful!

Hi, thanks for your comment. To answer your question, I need more detail. I mean what is your model? or which part of your model you need to plot a graph?

It's 20 mm and not 200

Hello, thank you for your comment. The question you have asked is quite specific and would require some time to thoroughly review your file. Unfortunately, I can only provide answers to general questions here. However, I recommend referring to the following article for more information on your topic: caeassistant.com/blog/abaqus-step-increment-iteration/ Alternatively, you can visit our website and submit your question there to receive consultancy from one of our expert consultants. Here is the link to our online tutoring and consulting page: caeassistant.com/online-tutoring-consulting/ Thank you for understanding, and please let me know if there's anything else I can assist you with.

Your welcome, if you have any suggestions to help us be better, we are all ears.

Hello friend, thanks for your comment. The reason for the errors might be because of the writing subroutine principles, which sometimes get tricky, and in the video, you shared its link, he may did not explain everything or make some simple mistakes, or you did. The writing subroutine and coding techniques must be learned. You can watch this video: ruclips.net/video/NI2WQZB8730/видео.html or you can see the full package that its link is shared in the description below.

You can define as many steps as you need for your simulation if it is logical in the simulation; you can do this using a python script which as so happens you can find an example of it in the videos of this package: caeassistant.com/product/python-scripting-in-abaqus-part1/ caeassistant.com/product/python-scripting-in-abaqus-part-2/

Hello, thank you for your compliment. The time period in Abaqus explicit means the physical time of your analysis. It determines how long your analysis want to simulate. For example impact simulation with step time equal 3 means that 3 seconds of the process will be simulated.

In the Step module, go to the Field Output manager window, and select whatever Frequency option you want to set the frames. The max number of frames in an analysis can be number of increments, but due to saving storage memory, you can request fewer frames. You can see the article in the description (section 3 of the article) to understand this.

Thank you for your comment.

Hello, thanks for your comment. check these three things in your model: 1. Check your material properties. 2. Check the Displacement you applied in your model; it might be too high for your model. 3. Check the number of elements. In a truss, each member of it must be assigned to only one element. After you checked the items above, if the problem still exists, your model must be checked completely.

Hello, The truss elements is not useful in such cases and you should use 3D continuum elements.

Hi, thanks for your comment. In such cases, you should use 3D continuum elements and model the whole structure.

Hi, thanks for your comment. There is no conflict between them. First, the velocity is applied in the initial step and then the pressure in step-1. If you mean something else or have any other questions, please explain more.

@@caeassistant7734 I am modelling a composite laminate of 8 layers along with the frame on top and bottom. I am using VUMAt code and i am applying a predefined velocity in intial on the ball and applying pressure on top frame in step one. I need all my boundary conditions and pressure on the frame has to be applied before the ball hits plate. so how can i do it

Hi there, Your response is the same that I told you before. If you need more help, just visit the consultancy section on our website: caeassistant.com/consulting-mechanical-engineer/ Or email to this address: Support@caeassistant.com Best luck.

Hi. We are uploading the "module by module" videos every week. As for the files, you can find more tutorial videos and examples with their files in the links in the description. However, we recommend you check the Abaqus for beginners playlist first then get more examples in the links below: caeassistant.com/product/abaqus-for-beginners-mechanical-engineering-copy/ caeassistant.com/product/abaqus-for-beginners-structural-engineers-in-the-field-of-civil-engineering/

Thanks! We will.

Hey there! thanks for your comment. Your comments could help us grow. I have a question though, have you seen the video completely? This video is a complete tutorial of an example using the UMAT subroutine and it's not a promos video. please, watch the full video if you are interested. If you liked the video, let us know your thoughts so we can make more. Thanks anyway.

The link of this package is in the description below.

@@ahmadturani8203 as far as i understand, it is a commercial for the tutorials. The vumat implementation takes time and effort which should be compensated somehow. One cannot expect people to work for free

@@hnrwagner is it possible to do this simulation without vumat?

Thank you for your suggestion! We present some off-coupons for first purchase or for students. it is our pleasure to send one coupon in our website. see you there...

No it is not free. You can buy it from the website

No. You do not need subroutine for composite materials for shell and continuum shell elements

Check our website. You can find compatible fortran version to different version of ABAQUS

It will be available soon. Check out our website

Thank you, I will

Contact us: Support@caeassistant.com

Thank you, I will