Novel MRE CFRP sandwich structures for adaptive vibration control

• Published in: Smart materials and structures Vol. 25; no. 3; pp. 35025 - 35038
• Main Authors: Kozlowska, J, Boczkowska, A, Czulak, A, Przybyszewski, B, Holeczek, K, Stanik, R, Gude, M
• Format: Journal Article
• Language: English
• Published: IOP Publishing 01.03.2016
• Subjects: Amplitudes; Carbon fiber reinforced plastics; CFRP laminates; Damping capacity; free-vibration test; Laminates; Magnetic fields; magnetorheological elastomers; Reduction; sandwich beams; Sandwich structures; Vibration
• ISSN: 0964-1726; 1361-665X
• DOI: 10.1088/0964-1726/25/3/035025

The aim of this work was the development of sandwich structures formed by embedding magnetorheological elastomers (MRE) between constrained layers of carbon fibre-reinforced plastic (CFRP) laminates. The MREs were obtained by mechanical stirring of a reactive mixture of substrates with carbonyl-iron particles, followed by orienting the particles into chains under an external magnetic field. Samples with particle volume fractions of 11.5% and 33% were examined. The CFRP MRE sandwich structures were obtained by compressing MREs samples between two CFRP laminates composed. The used A.S.SET resin was in powder form and the curing process was carried out during pressing with MRE. The microstructure of the manufactured sandwich beams was inspected using SEM. Moreover, the rheological and damping properties of the examined materials with and without a magnetic field were experimentally investigated. In addition, the free vibration responses of the adaptive three-layered MR beams were studied at different fixed magnetic field levels. The free vibration tests revealed that an applied non-homogeneous magnetic field causes a shift in natural frequency values and a reduction in the vibration amplitudes of the CFRP MRE adaptive beams. The reduction in vibration amplitude was attributed mainly to the stiffening effect of the MRE core and only a minor contribution was made by the enhanced damping capacity, which was evidenced by the variation in damping ratio values.