Yousof Amirian - Phd Candidate, Department of Maritime Engineering, Amirkabir University of Technology, Hafez Ave ۴۲۴, Tehran, Iran
Mehdi Saeed Kiasat - Associate professor, Department of Maritime Engineering, Amirkabir University of Tech-nology, Hafez Ave ۴۲۴, Tehran, Iran

A wide range of fibres are available for design and use in the construction of composite struc-tures. There are various factors influencing the choice of fibre type such as the type of loading on the structure, and the construction method. Unidirectional or bidirectional non-woven fibres have high in-plane tensile and compressive properties. While woven fibres have lower in-plane tensile and compressive properties than non-woven fibres, they have better in-plane shear prop-erties. Also, the fibre volume fraction is different for various types of fibres in composition with matrix. Therefore, due to different density of fibres and resin, different vibrational behav-iours are expected for these two types of fibres. This article compares the vibration behaviour of composite panels for marine structures consisting of bidirectional non-woven as well as woven fabrics. First, the properties of a composite lamina with the same thickness from these two types of fibres are determined, and then their vibration behaviours are compared using the finite element method. By means of modal analysis, the frequencies of the primary vibration modes for panels consisting of two types of woven and non-woven fibres will be extracted and compared. The results show that in spite of low axial elastic modulus for woven fabrics, the panel laminated by woven fibre lamina have the same vibration behaviour as the panel lami-nated by biaxial non-woven lamina. Also, the first six mode shapes of the two panels consisting of different lamina (woven and biaxial non-woven) are similar.

Areal density; Woven fabric; Vibration characteristics; Marine structure.