Article ID | Journal | Published Year | Pages | File Type |
---|---|---|---|---|
6702525 | Composite Structures | 2018 | 16 Pages |
Abstract
Sandwich panel inserts are prone to pull-out loading, while predicting the pull-out strength is challenging due to the multitude of damage mechanisms involved. The present paper describes the implementation of two state-of-the art non-linear finite element models for predicting the pull-out strength. The two models include a 3D-continuum model where the core was modelled using 8-node brick elements with a homogenized material model and a detailed meso scale model with accurate honeycomb cell representation using 4-node shell elements. The simulation results are benchmarked against experimental data of the reference configuration. Both models enable to predict the strength accurately, while the 3D-continuum model can be considered favourable for most applications due to the reduced computational effort.
Related Topics
Physical Sciences and Engineering
Engineering
Civil and Structural Engineering
Authors
Ralf Seemann, Dieter Krause,