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A polymorphic element formulation towards multiscale modelling of composite structures

Title: A polymorphic element formulation towards multiscale modelling of composite structures
Authors: Kocaman, ES
Chen, BY
Pinho, ST
Item Type: Journal Article
Abstract: This paper presents a new polymorphic element modelling approach for multi-scale simulation, with an application to fracture in composite structures. We propose the concept of polymorphic elements; these are elements that exist as an evolving superposition of various states, each representing the relevant physics with the required level of fidelity. During a numerical simulation, polymorphic elements can change their formulation to more effectively represent the structural state or to improve computational efficiency. This change is achieved by transitioning progressively between states and by repartitioning each state on-the-fly as required at any given instant during the analysis. In this way, polymorphic elements offer the possibility to carry out a multiscale simulation without having to define a priori where the local model should be located. Polymorphic elements can be implemented as simple user-defined elements which can be readily integrated in a Finite Element code. Each individual user-defined polymorphic element contains all the relevant superposed states (and their coupling), as well as the ability to self-refine. We implemented a polymorphic element with continuum (plain strain) and structural (beam) states for the multiscale simulation of crack propagation. To verify the formulation, we applied it to the multiscale simulation of known mode I, mode II andmixed-mode I and II crack propagation scenarios, obtaining good accuracy and up to 70% reduction in computational time —the reduction in computational time can potentially be even more significant for large engineering structures where the local model is a small portion of the total. We further applied our polymorphic element formulation to the multiscale simulation of a more complex problem involving interaction between cracks (delamination migration), thereby demonstrating the potential impact of the proposed multiscale modelling approach for realistic engineering problems.
Issue Date: 1-Apr-2019
Date of Acceptance: 4-Dec-2018
URI: http://hdl.handle.net/10044/1/67736
DOI: 10.1016/j.cma.2018.12.004
ISSN: 0045-7825
Publisher: Elsevier
Start Page: 359
End Page: 387
Journal / Book Title: Computer Methods in Applied Mechanics and Engineering
Volume: 346
Issue: 1
Copyright Statement: © 2018 Elsevier Ltd. All rights reserved. This manuscript is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International Licence http://creativecommons.org/licenses/by-nc-nd/4.0/
Sponsor/Funder: Engineering & Physical Science Research Council (EPSRC)
Funder's Grant Number: EP/M002500/1
Keywords: Science & Technology
Technology
Physical Sciences
Engineering, Multidisciplinary
Mathematics, Interdisciplinary Applications
Mechanics
Engineering
Mathematics
Multiscale modelling
Floating node method
Mesh superposition technique
Fracture
Composites
SHELL FINITE-ELEMENT
FLOATING NODE METHOD
DELAMINATION-MIGRATION
PROGRESSIVE FAILURE
MOLECULAR-DYNAMICS
SIMULATION
FRACTURE
DAMAGE
DESIGN
CRACK
Science & Technology
Technology
Physical Sciences
Engineering, Multidisciplinary
Mathematics, Interdisciplinary Applications
Mechanics
Engineering
Mathematics
Multiscale modelling
Floating node method
Mesh superposition technique
Fracture
Composites
SHELL FINITE-ELEMENT
FLOATING NODE METHOD
DELAMINATION-MIGRATION
PROGRESSIVE FAILURE
MOLECULAR-DYNAMICS
SIMULATION
FRACTURE
DAMAGE
DESIGN
CRACK
01 Mathematical Sciences
09 Engineering
Applied Mathematics
Publication Status: Published
Online Publication Date: 2018-12-13
Appears in Collections:Aeronautics
Faculty of Engineering