Computational Micromechanical Model for Tensile Failure in Composites with Fibre-Pullout

Abstract

This work was cooperated with Asscociate Professor Frans van der Meer (Faculty of Civil Engineering and Geosciences, TU Delft) and Assisstant Professor Boyang Chen (Faculty of Aerospace Engineering, TU Delft). My research topic was to develop a Cohesive Element connecting the Beam element and Solid element (beam-solid CE), which can increase the computational efficiency due to fewer degrees of freedom. Two main perspectives can make contributions to the motivation. On the one hand, normally in 3D space, the structural(beam) elements provide fewer degrees of freedom. On the other hand, larger mesh size can be applied due to the higher order continuity of the structural element, leading to fewer degrees of freedom as well. In accordance with the derivation of the beam-solid CE, the Finite Elment Method code was implemented by the open source C++ library Jive. To verify the validity of the beam-solid CE, numerical results were compared with analytical benchmark solutions of the existing literature with respect to Double Cantilever Beam(DCB), End-Notch Flexure(ENF) and Mixed-Mode Bending(MMB) tests.
Motivation for developing the Beam-Solid CE

Motivation for developing the Beam-Solid CE

Schematic of 3D Beam-Solid CE
Schematic of 3D Beam-Solid CE

Schematic of 2D Beam-Solid CE
Schematic of 2D Beam-Solid CE

I. DCB test

Schematic of boundary conditions for DCB test

Schematic of boundary conditions for DCB test

Comparison of DCB results
Comparison of DCB results

II. ENF test

Schematic of boundary conditions for ENF test

Schematic of boundary conditions for ENF test

Comparison of ENF results
Comparison of ENF results

III. MMB test

Schematic of boundary conditions for MMB test

Schematic of boundary conditions for MMB test

Comparison of MMB results
Comparison of MMB results

IV. Computational Efficiency

Computational Efficiency

Computational Time Comparison in a Table

Comparison of MMB results
Computational Time Comparison in a Column Chart