Free vibrational analysis of composite beams reinforced with randomly aligned and oriented carbon nanotubes, resting on an elastic foundation
Abstract
The main interest of this paperwork is to examinate the dynamic behavior (free vibrational response) of carbon nanotubes (CNT) composite beams standing on an elastic foundation of Winkler-Pasternak’s. The affected beam consists of a polymer matrix reinforced with single-wall carbon nanotubes (SWCNT’s), in which, a large number of CNT’s reinforcement of infinite length are distributed in a linear elastic polymer matrix. In this study the CNT’s are considered either aligned or randomly oriented on the matrix.
A refined high-order beam theory (RBT) is adopted in the present analysis using a new shape function. The refined beam theory which is summarized by differentiating the displacement along the beam transverse section into shear and bending components, initially the material properties of the composite beam (CNTRC) are estimated using the Mori-Tanaka’s method. The beam is considered simply supported on the edge-lines. NAVIER’s solutions are proposed to solve the boundary conditions problems. Since there are no results to compare with in the literature; the results in this study are compared with a free vibrational analysis of an isotropic beam. Several aspects such as the length/thickness ratio, volume fraction of nanotubes, and vibrational modes are carried out in the parametric study.
References
Esawi, A. M., & Farag, M. M. (2007). Carbon nanotube reinforced composites: potential and current challenges. Materials & design, 28(9), 2394-2401.
Fidelus, J. D., Wiesel, E., Gojny, F. H., Schulte, K., & Wagner, H. D. (2005). Thermo-mechanical properties of randomly oriented carbon/epoxy nanocomposites. Composites Part A: Applied Science and Manufacturing, 36(11), 1555-1561.
Hill, R. (1965). A self-consistent mechanics of composite materials. Journal of the Mechanics and Physics of Solids, 13(4), 213-222.
Hu, N., Fukunaga, H., Lu, C., Kameyama, M., & Yan, B. (2005). Prediction of elastic properties of carbon nanotube reinforced composites. Proceedings of the Royal Society A: Mathematical, Physical and Engineering Sciences, 461(2058), 1685-1710.
Kargarnovin, M. H., & Arghavani, J. (2007). Limit analysis of FGM circular plates subjected to arbitrary rotational symmetric loads. International Journal of Mechanical and Mechatronics Engineering, 1(12), 719-724.S.H. Shen, Compos. Struct. 91 (2009) 9–19.
Ke, L. L., Yang, J., & Kitipornchai, S. (2010). Nonlinear free vibration of functionally graded carbon nanotube-reinforced composite beams. Composite Structures, 92(3), 676-683.
Popov, V. N., Van Doren, V. E., & Balkanski, M. J. S. S. C. (2000). Elastic properties of crystals of single-walled carbon nanotubes. Solid state communications, 114(7), 395-399.
Shi, D. L., Feng, X. Q., Huang, Y. Y., Hwang, K. C., & Gao, H. (2004). The effect of nanotube waviness and agglomeration on the elastic property of carbon nanotube-reinforced composites. J. Eng. Mater. Technol., 126(3), 250-257.
Shimpi, R. P., & Patel, H. G. (2006). Free vibrations of plate using two variable refined plate theory. Journal of Sound and Vibration, 296(4-5), 979-999.
Suresh, S. (1998). Fatigue of materials. Cambridge university press.
Tagrara, S. H., Benachour, A., Bouiadjra, M. B., & Tounsi, A. (2015). On bending, buckling and vibration responses of functionally graded carbon nanotube-reinforced composite beams. Steel and Composite Structures, 19(5), 1259-1277.
Thostenson, E. T., Ren, Z., & Chou, T. W. (2001). Advances in the science and technology of carbon nanotubes and their composites: a review. Composites science and technology, 61(13), 1899-1912.
Wattanasakulpong, N., & Ungbhakorn, V. (2013). Analytical solutions for bending, buckling and vibration responses of carbon nanotube-reinforced composite beams resting on elastic foundation. Computational Materials Science, 71, 201-208.
Yas, M. H., & Heshmati, M. (2012). Dynamic analysis of functionally graded nanocomposite beams reinforced by randomly oriented carbon nanotube under the action of moving load. Applied Mathematical Modelling, 36(4), 1371-1394.
Yas, M. H., & Samadi, N. (2012). Free vibrations and buckling analysis of carbon nanotube-reinforced composite Timoshenko beams on elastic foundation. International Journal of Pressure Vessels and Piping, 98, 119-128.
Copyright (c) 2022 Journal of Building Materials and Structures
This work is licensed under a Creative Commons Attribution 4.0 International License.
Authors who publish with this journal agree to the following terms:
- Authors retain copyright and grant the journal right of first publication with the work simultaneously licensed under a Creative Commons Attribution License that allows others to share the work with an acknowledgement of the work's authorship and initial publication in this journal.
- Authors are able to enter into separate, additional contractual arrangements for the non-exclusive distribution of the journal's published version of the work (e.g., post it to an institutional repository or publish it in a book), with an acknowledgement of its initial publication in this journal.
- Authors are permitted and encouraged to post their work online (e.g., in institutional repositories or on their website) prior to and during the submission process, as it can lead to productive exchanges, as well as earlier and greater citation of published work.