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Grégoire Lepoittevin, Markus Zogg and Paolo Ermanni

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Presentation on theme: "Grégoire Lepoittevin, Markus Zogg and Paolo Ermanni"— Presentation transcript:

1 Grégoire Lepoittevin, Markus Zogg and Paolo Ermanni
COMPTEST 2011 TESTING OF MULTIFUNCTIONAL STRUCTURAL COMPOSITE COMPONENTS WITH INTEGRATED DAMPING TREATMENTS Grégoire Lepoittevin, Markus Zogg and Paolo Ermanni

2 Contents Multifunctional structures Demonstrator Mechanical tests
ETH ZÜRICH Contents Multifunctional structures Demonstrator Mechanical tests Vibro-acoustic tests Conclusion CENTRE OF STRUCTURE TECHNOLOGIES

3 Contents Multifunctional structures Demonstrator Mechanical tests
ETH ZÜRICH Contents Multifunctional structures Demonstrator Mechanical tests Vibro-acoustic tests Conclusion CENTRE OF STRUCTURE TECHNOLOGIES

4 Multifunctional structures
A structure can be defined as follows [1] In addition to this primarily function, a structure can also fulfil others Thermal management Vibration damping Sound insulation Power distribution networks Energy harvesting ‘‘The fundamental function of a structure is to maintain a specified configuration, appropriately constraining and supporting other elements, typically transferring mechanical loads between the parts.’’ [1] G. S. Aglietti, C. W. Schwingshackl, and S. C. Roberts. Multifunctional structure technologies for satellite applications. The Shock and Vibration Digest, 39:381–391, 2007.

5 Multifunctional structures
This concept is commonly apply for spacecraft design

6 Multifunctional structures
With the use of composite materials, it is possible to add a soft layer in the laminate lay-up to increase the vibration damping performance of the structure. The challenge is to propose a design guideline where the structure has both very good mechanical and vibration damping performances. Damping layer Composite laminates

7 Multifunctional structures
Design approach The goal of this study to asses the effect of the damping layer on the mechanical and vibro-acoustic behaviour of a structural component.

8 Contents Multifunctional structures Demonstrator Mechanical tests
ETH ZÜRICH Contents Multifunctional structures Demonstrator Mechanical tests Vibro-acoustic tests Conclusion CENTRE OF STRUCTURE TECHNOLOGIES

9 Demonstrator ETH ZÜRICH 07.11.2018
CENTRE OF STRUCTURE TECHNOLOGIES

10 Demonstrator Manufacturing - RTM Process
ETH ZÜRICH Demonstrator Manufacturing - RTM Process CENTRE OF STRUCTURE TECHNOLOGIES

11 Demonstrator Manufacturing - RTM Process
ETH ZÜRICH Demonstrator Manufacturing - RTM Process Process characteristics Resin degasing under vacuum at 80 ºC for 30 min Mold temperature during injection: 125 ºC Injection under vacuum at 4 bar pressure Curing at 180 ºC for 180 minutes under 3 bar pressure CENTRE OF STRUCTURE TECHNOLOGIES

12 Contents Multifunctional structures Demonstrator Mechanical tests
ETH ZÜRICH Contents Multifunctional structures Demonstrator Mechanical tests Vibro-acoustic tests Conclusion CENTRE OF STRUCTURE TECHNOLOGIES

13 Four-Point Bending Test Set-Up
ETH ZÜRICH Mechanical tests Four-Point Bending Test Set-Up CENTRE OF STRUCTURE TECHNOLOGIES

14 Mechanical tests 4-point bending test results
ETH ZÜRICH Mechanical tests 4-point bending test results 4180N 4622N 21.1mm 20.5mm 2520N 2420N 29.3mm 826N/mm 831N/mm 28.6mm 5442N 5344N 21.7mm 20.2mm 2466N 46.9mm 2954N 50.1mm 888N/mm 849N/mm Higher torsional stiffness of the web and higher bending strength for the C-frame with damping treatment CENTRE OF STRUCTURE TECHNOLOGIES

15 Mechanical tests ‘Step’ Test Set-Up ETH ZÜRICH 07.11.2018
CENTRE OF STRUCTURE TECHNOLOGIES

16 Mechanical tests Step test results - C-frame without damping layer
ETH ZÜRICH Mechanical tests Step test results - C-frame without damping layer CENTRE OF STRUCTURE TECHNOLOGIES

17 Mechanical tests Step test results - C-frame with damping layer
ETH ZÜRICH Mechanical tests Step test results - C-frame with damping layer Lower strength and stiffness for the C-frame with damping treatment CENTRE OF STRUCTURE TECHNOLOGIES

18 Contents Multifunctional structures Demonstrator Mechanical tests
ETH ZÜRICH Contents Multifunctional structures Demonstrator Mechanical tests Vibro-acoustic tests Conclusion CENTRE OF STRUCTURE TECHNOLOGIES

19 Mechanical tests Vibro-acoustic test step-up
ETH ZÜRICH Mechanical tests Vibro-acoustic test step-up CENTRE OF STRUCTURE TECHNOLOGIES

20 Mechanical tests Vibro-acoustic test results
ETH ZÜRICH Mechanical tests Vibro-acoustic test results FRF C-frame without damping FRF C-frame with damping CENTRE OF STRUCTURE TECHNOLOGIES

21 Contents Multifunctional structures Demonstrator Mechanical tests
ETH ZÜRICH Contents Multifunctional structures Demonstrator Mechanical tests Vibro-acoustic tests Conclusion CENTRE OF STRUCTURE TECHNOLOGIES

22 Conclusion The mechanical tests in 4-point bending reveal that the C-frame with damping as a higher stiffness and strength than the one without. The ‘step’ tests shows that the C-frame without damping treatment has a higher stiffness and strength The vibro-acoustic measurement campaign shows that the resonance frequencies of the C-frame with damping are higher than for the structure without damping. Future works will aim at demonstrating the efficiency of multifuncional composites in comparison with a composite structure having a classical damping treatment.

23 THANK YOU FOR YOUR ATTENTION.
ANY QUESTIONS?


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