Issue |
EPJ Web Conf.
Volume 250, 2021
DYMAT 2021 - 13th International Conference on the Mechanical and Physical Behaviour of Materials under Dynamic Loading
|
|
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Article Number | 02016 | |
Number of page(s) | 6 | |
Section | Modelling & Numerical Simulation | |
DOI | https://doi.org/10.1051/epjconf/202125002016 | |
Published online | 09 September 2021 |
https://doi.org/10.1051/epjconf/202125002016
On the Temperature Dependent Mechanical Response of Dynamically-loaded Shear-dominated Adhesive Structures
1
Department of Mechanics and Industrial Production, Mondragon Unibertsitatea, Loramendi 4, 20500 Mondragon, Spain
2
IKERBASQUE, Basque Foundation for Science, Bilbao, Spain
3
Department of Engineering Science, University of Oxford, Parks Road, OX1 3PJ Oxford, UK
4
Institute of Lightweight Engineering and Polymer Technology (ILK), Technische Universität Dresden, Holbeinstraße 3, Dresden 01307, Germany
* Corresponding author: berice@mondragon.edu
Published online: 9 September 2021
A mode II mechanical characterisation of the adhesive joints is performed testing shear lap joint specimens in a Split Hopkinson Tensile Bar (SHTB), equipped with a temperature chamber. The experimentallyobtained traction-separation curves were used to develop a Cohesive Zone Model (CZM) capable of representing the strain-rate and temperaturedependent mechanical response of the adhesive joints. To validate the model, End Notch Flexure (ENF) multi-material specimens made from titanium and carbon fibre reinforced polymer composite laminates were tested at different temperatures using a Split Hopkinson Pressure Bar setup with an in-house made temperature chamber. The finite element (FE) simulations of such tests employing the developed CZM showed the model’s ability to accurately predict the adhesive joints’ failure as well as to understand the failure sequence of multi-material adhesive joint combinations.
© The Authors, published by EDP Sciences, 2021
This is an Open Access article distributed under the terms of the Creative Commons Attribution License 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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