Video Course for FEA Books

Video Course for FEA Books

After much deliberation I have finally decided to do Video course of my two Books. I am still thinking on where should I publish these videos (My own website or UDEMY). If you have any suggestions, send me an email.
TutEF08-Add multiple materials to the command file

TutEF08-Add multiple materials to the command file

Let us look at how to add multiple materials in command file. Here we will re-use the command file that we created for 3D analysis. Let us assume that user has made two 3D mesh groups named “Guide” and “Weld” which needs different materials...
TutEF08-Add multiple materials to the command file

TutEF07-Add Stepping Function to command file

Let us look at how to add a stepping function to loads in command file. Here we will re-use the command file that we created for 3D analysis. We want to add another load to the analysis, force of 2000N in Y direction on the same face that currently has a load of 2000N...
TutEF08-Add multiple materials to the command file

TutEF06-3D Assembly analysis command file

I am using example from my book “Finite Element Analysis using Open Source Software”.  The example is of a 3D assembly of Guide and Weld.  Let us look at how to generate a command file for a 3D assembly analysis of a simple Cantilevered beam and weld. This...
TutEF08-Add multiple materials to the command file

TutEF05-3D analysis command file

Let us look at how to generate a command file for a simple Cantilevered beam 3D analysis. This beam is a Solid Rectangular with dimensions of 150 x 100 x 5 (Long x Width x Thickness) It is fixed on one end and a load of 2000N is applied on the other end. Fixed face is...
TutEF08-Add multiple materials to the command file

TutEF04-Shell analysis command file

Let us look at how to generate a command file for a simple Cantilevered beam analysis with Shell elements. The model is a plate with dimensions of 100 x 10 (Width  x Thickness) It is fixed on one end and a load of 2000N is applied on the other end. Fixed node is given...