Experimental and numerical investigations of lattice geometry on the modal response of cylindrical composite lattice structures

Document Type : Research Paper

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Abstract

In this study, the effect of lattice geometry on the modal response of cylindrical carbon/epoxy lattice structures have been investigated both experimentally and numerically. Two structural geometries of triangular and hexagonal were chosen. Accurate flexible molds were used to manufacture the carbon/epoxy composite samples using polar-winding process. Experimental and numerical investigation of the vibration response of the manufactured samples were analyzed in order to determine the natural frequency and modal response for both triangular and hexagonal lattice structures for simply supported beam conditions. The results obtained from the Numerical model shows a good agreement with experimental results. after validating the numerical model, other supporting conditions like simply-fixed & fully fixed support was investigated Numerically.  Results show that the triangular structure lattice has higher natural frequency than hexagonal structure for all different support conditions.

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[1] J. Jiang, M. Olson, Vibration analysis of orthogonally stiffened cylindrical shells using super finite elements, Journal of sound and vibration, vol. 173, 1994, pp. 73-83.
[2] D. Chakravorty, J. Bandyopadhyay, P. Sinha, Free vibration analysis of point-supported laminated composite doubly curved shells-A finite element approach, Computers & structures, vol. 54, 1995, pp. 191-198.
[3] D. Chakravorty, J. Bandyopadhyay, P. Sinha, Finite element free vibration analysis of doubly curved laminated composite shells, Journal of Sound and Vibration, vol. 191, 1996, pp. 491-504.
[4] H. Lakshminarayana, K. Dwarakanath, Free vibration characteristics of cylindrical shells made of composite materials, Journal of sound and vibration, vol. 154, 1992, pp. 431-439.
[5] M. Hemmatnezhad, G. Rahimi, R. Ansari, On the free vibrations of grid-stiffened composite cylindrical shells, Acta Mechanica, vol. 225, 2014, pp. 609-623.
[6] D. Egle, J. Sewall, An analysis of free vibration of orthogonally stiffened cylindrical shells with stiffeners treated as discrete elements, AIAA Journal, vol. 6, 1968, pp. 518-526.
[7] A. Jafari, M. Bagheri, Free Vibration of Rotating Ring Stiffened Cylindrical Shells with Non-Uniform Stiffener Distribution, J Sound Vib, vol. 296, 2006, pp. 353-376.
[8] V. V Vasiliev, A. F. Razin, Anisogrid composite lattice structures for spacecraft and aircraft applications, Composite Structure, vol. 76, no. 1, 2006, pp. 182–189.
[9] M. Yazdani, G. H. Rahimi, The effects of helical ribs’ number and grid types on the buckling of thin-walled GFRP-stiffened shells under axial loading, J. Reinf. Plast. Compos, vol. 29, no. 17, 2010, pp. 2568–2575.
[10] S. M. Huybrechts, et al., Manufacturing theory for advanced grid stiffened structures. Composites Part A: Applied Science and Manufacturing, vol. 33, 2002, pp. 155-161.