azzeddinetiba / feclap

FeCLAP: A small solver for the Finite element analysis of Composite Laminate Plates with rectangular geometries. This personal project solver supports static, modal, transient and non linear analysis using a perfectly plastic model.

I'm Azzeddine!

Research_Engineer tibaAzzeddine;

  tibaAzzeddine.code = {C++, Python, Matlab, C, Fortran, R};
  tibaAzzeddine.CAESoftware = {deal.ii, Ansys, Abaqus, Code_Aster, FEniCS, sikit-fem,
    Comsol, CoventorMP, Fluent, FreeFem++, Hyperworks, Msc_Nastran, Optistruct};
  tibaAzzeddine.CADSoftware = {CATIA, SW, Gmsh};
  tibaAzzeddine.usedOS = {Windows, Linux};
  tibaAzzeddine.internships =  {"LPEE", "Renault", "Jacobs", "Coventor LAM Research", "Dassault Systèmes"};
 
 

I'm interested in computational mechanics opportunities, take a look at my Github and Linkedin Profiles, I'll be happy to meet with you!

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feclap's Issues

Some problem about "FeCLAP"

Hello! I have read your codes of "FeCLAP", it's great! But I couldn't fully understand the codes without the theories. Ror example, which integral mode is applied, how the strain matrix"B" is formed, what the displacement field of this problem is. I am wondering if you could kindly send me the theories about the source program . I promise they will be used only for research purposes.
Thank you very much for your kind consideration and I am looking forward to your early reply.