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Systematic development of load-path dependent FLM-FRP lightweight structures

Published online by Cambridge University Press:  22 April 2021

Harald Voelkl*
Affiliation:
Engineering Design, Friedrich-Alexander-University Erlangen-Nuremberg (FAU), Martensstrasse 9, 91058 Erlangen, Germany
Sandro Wartzack
Affiliation:
Engineering Design, Friedrich-Alexander-University Erlangen-Nuremberg (FAU), Martensstrasse 9, 91058 Erlangen, Germany
*
Corresponding authorH. Voelkl voelkl@mfk.fau.de
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Abstract

Additive manufacturing offers a high degree of design freedom. When Design for Additive Manufacturing is conducted properly, lightweight potential can be exploited. This contribution introduces a novel design approach for the widespread fused layer modelling (FLM) technology when using orthotropic Fibre Reinforced Polymer filament. Its objective is to obtain stiff and strong load-path optimized FLM structures in a structured and algorithmic way. The approach therefore encompasses (1) build orientation optimization to consider weaker bonding between layers than intralayer; (2) topology optimization with orthotropic material properties to obtain favourable overall geometry and inner structure; (3) direct build path generation from optimized material orientation and alternatives to the direct generation and (4) simulation. The approach is demonstrated using a lift arm under multiple load cases and further demonstrator parts to show its general applicability. Lightweight potential of individual optimization steps and the influence of modifications contrasting general non-FLM-specific optimization are studied and discussed.

Information

Type
Research Article
Creative Commons
Creative Common License - CCCreative Common License - BYCreative Common License - NCCreative Common License - ND
This is an Open Access article, distributed under the terms of the Creative Commons Attribution-NonCommercial-NoDerivatives licence (http://creativecommons.org/licenses/by-nc-nd/4.0/), which permits non-commercial re-use, distribution, and reproduction in any medium, provided the original work is unaltered and is properly cited. The written permission of Cambridge University Press must be obtained for commercial re-use or in order to create a derivative work.
Copyright
© The Author(s), 2021. Published by Cambridge University Press
Figure 0

Figure 1. (a) FLM printing using a Raise3D Pro2 Plus printer. (b) Part build-up bead by bead using carbon fibre reinforced polymer filament.

Figure 1

Table 1. Mechanical properties of FRP-FLM specimen in MPa, adapted from Brenken et al. (2018). $ {E}_{\parallel } $: Young’s modulus in extrusion path direction; $ {E}_{\perp } $: perpendicular; $ {UTS}_{\parallel, \perp } $: Ultimate Tensile Strength, accordingly; all beforementioned in MPa. DoO: degree of orthotropy, ratio of longitudinal-to-orthogonal Young’s modulus in printing plane $ E $ (stiffness) and $ UTS $ (strength). CF: carbon fibre; GF: glass fibre.

Figure 2

Figure 2. Build orientation optimization approach using magnitude-weighted principal normal stress trajectories (PNSTs) for each load case (LC).

Figure 3

Figure 3. TO with material orientation. (a) Projection of MPNST. (b) One geometry, multiple directions: density distribution for three elements, three material orientations for each element (i.e., three load cases).

Figure 4

Figure 4. Contour generation. (a) Derived alpha shape from TO. (b) Slicing and smoothed intersection lines. (c) Contour shifting and omitted points due to loop removal.

Figure 5

Figure 5. Infill generation. (a) Mapping to finer grid, contour region empty. (b) Individual bead generation considering negative air gap. (c) Overlap removal between two cluster regions. (d) Connection and interpolation between line segment start- and endpoints.

Figure 6

Table 2. Applied boundary conditions and loads in different load cases

Figure 7

Figure 6. Introduction of demonstrator. (a) Lift table. (b) Design space.

Figure 8

Figure 7. Results of build orientation optimization. (a) Principal stress trajectories for all load cases. (b) Histogram of principal stress magnitude-weighted angle differences after optimization under four different objectives.

Figure 9

Figure 8. TO result. (a) Alpha shape of isodensity nodes. (b) Pseudodensity distribution (translucency) and material orientations of whole structure. (c) Detail of fibre orientation results of different load cases.

Figure 10

Figure 9. TO result. (a) Comparison of different strain energy results (normalized to solution optimized for particular load case (LC). (b) Comparison of material orientation as ‘MPNST of all LCs’ to individually optimized solutions.

Figure 11

Figure 10. Effect of mesh resolution on (a) strain energy and (b) TO result in general (Minimum Member Size Filter is applied).

Figure 12

Figure 11. Effect of projection on (a) TO result and (b) strain energy.

Figure 13

Figure 12. Comparing geometry in detail.

Figure 14

Figure 13. Path generation result. (a) Extrusion paths of top, mid and bottom layers. (b) Overall structure in Raise3D ideaMaker software (Raise3D Technologies, Inc. 2020).

Figure 15

Figure 14. (a) Unsorted and (b) sorted paths.

Figure 16

Figure 15. Reconstructed optimization result and transfer to slicing software with concentric infill.

Figure 17

Figure 16. (a) Optimization results and (b) derived layers 21 and 22 in overlay view to illustrate differences.

Figure 18

Figure 17. Simulation results for (a) concentric, (b) lines infill and (c) lines infill with ‘upright’ printed model. (d) Comparison of efficiency measure for the three options 1.–3.

Figure 19

Figure 18. Oriented element coordinate systems from G-Code.

Figure 20

Figure 19. Printed scissor arm. (a) Surface concentric without ‘ironing’. (b) Surface ‘ironed’ and including lattice. (c) Upright view.

Figure 21

Figure 20. Application of the approach to other test cases. A.1 and A.2: simple two-cube demonstrator under two load directions. B.1: more complicated design space. C.1: plate demonstrator under single load. C.2: the same demonstrator under symmetric load.

Figure 22

Figure 21. Quantitative comparison of the optimized test cases. (a) Efficiency measure of TO result, path generation result, ANSYS TO result with concentric infill pattern and ANSYS TO result with $ \pm 45{}^{\circ} $ infill raster. (b) Strain energy of TO results with fixed infill raster in steps of $ 10{}^{\circ} $ (for explanation, see C.1).