6. Conclusions
This study developed two different numerical models (namely single layer shell model and stacked shell model) based on a proposed constitutive model to simulate experimental crush tests on a square CFRP tube. The influence of key modeling parameters for these two FE models were analyzed; and their overall suitability was assessed to provide an effective and accurate prediction. Further, the crushing behaviors of several CFRP tubes with different cross sectional shapes and wall thickness have been investigated through numerical simulations to explore the most suitable sectional configurations for crashworthiness design. Within the limitations, the following conclusion can be drawn from this study:
(1) The simulation based on the single shell layer model is unable to realistically capture the failure mechanism and energy absorption capacity obtained from the experimental tests, specifically underestimating the crushing loads and EA considerably.
(2) The 9 layer stacked model with µ = 0.2 is able to predict the damage progression, failure modes and the crashworthiness indicators of the CFRP square tube most accurately in comparison of the experimental results.
(3) Raising the friction coefficient increases the EA for both the FE models.
(4) In the stacked shell model, reducing the number of layers may change the main collapse mode, and consequently vary the value of EA.
(5) For the tubes with different sectional profiles but the same wall thickness and perimeter (this the same weight), the SEA increases with raising the number of edges. The effect of thickness on SEA of tubes with pentagon, hexagon and circle profiles is relatively small in comparison with the triangle and square profiles. The circular tube exhibits superior energy absorption capacity of all these tubes concerned, thereby being of great potential to be a crashworthy structure.