[1]. Krishnaswamy, S., K. Chandrashekhara, and W. Wu, (1992) Analytical solutions to vibration of generally layered composite beams. Journal of Sound and Vibration, 159(1): p. 85-99.
[2]. Fridman, Y. and H. Abramovich, (2008) Enhanced structural behavior of flexible laminated composite beams. Composite Structures, 82(1): p. 140-154.
[3]. Jafari-Talookolaei, R.-A., (2015) Analytical solution for the free vibration characteristics of the rotating composite beams with a delamination. Aerospace Science and Technology,. 45: p. 346-358.
[4]. Aydogdu, M., (2007) Thermal buckling analysis of cross-ply laminated composite beams with general boundary conditions. Composites Science and Technology, 67(6): p. 1096-1104.
[5]. Jafari-Talookolaei, R.A., et al., (2012) An analytical approach for the free vibration analysis of generally laminated composite beams with shear effect and rotary inertia. International Journal of Mechanical Sciences, 65(1): p. 97-104.
[6] Jafari-Talookolaei, R.-A., M.H. (2013) Kargarnovin, and M.T. Ahmadian, Dynamic response of a delaminated composite beam with general lay-ups based on the first-order shear deformation theory. Composites Part B: Engineering, 55: p. 65-78.
[7]. Kargarnovin, M.H., et al., (2013) Semi-analytical solution for the free vibration analysis of generally laminated composite Timoshenko beams with single delamination. Composites Part B: Engineering, 45(1): p. 587-600.
[8]. Mirzabeigy, A., (2014) Semi-analytical approach for free vibration analysis of variable cross-section beams resting on elastic foundation and under axial force. International Journal of Engineering, 27(3): p. 385-394.
[9]. Chandrashekhara, K. and K.M. Bangera, (1992) Free vibration of composite beams using a refined shear flexible beam element. Computers & structures, 43(4): p. 719-727.
[10]. Yıldırım, V. and E. Kıral, (2000) Investigation of the rotary inertia and shear deformation effects on the out-of-plane bending and torsional natural frequencies of laminated beams. Composite Structures, 49(3): p. 313-320.
[11]. Çalım, F.F., (2009) Free and forced vibrations of non-uniform composite beams. Composite Structures, 88(3): p. 413-423.
[12]. Jafari-Talookolaei, R.-A., M. Abedi, and M. Attar, (2017) In-plane and out-of-plane vibration modes of laminated composite beams with arbitrary lay-ups. Aerospace Science and Technology, 66: p. 366-379.
[13]. Lee, S.J. and K.S. Park, (2013) Vibrations of Timoshenko beams with isogeometric approach. Applied Mathematical Modelling, 37(22): p. 9174-9190.
[14]. Nguyen, V.P., S.e.P.A. Bordas, and T. Rabczuk, (2012) Isogeometric analysis: an overview and computer implementation aspects. arXiv e-prints, p. 1205.2129.
[15] Lee, S.J. and K.S. Park, (2014) Static Analysis of Timoshenko Beams using Isogeometric Approach. ARCHITECTURAL RESEARCH, 16: p. 57-65.
[16] Luu, A.-T., N.-I. Kim, and J. Lee, (2015) Isogeometric vibration analysis of free-form Timoshenko curved beams. Meccanica, 50(1): p. 169-187.
[17] Wang, X., X. Zhu, and P. Hu, (2015) Isogeometric finite element method for buckling analysis of generally laminated composite beams with different boundary conditions. Int. J. Mech. Sci., 104: p. 190-199.
[18] GONDEGAON, S. and H.K. (2016) VORUGANTI, STATIC STRUCTURAL AND MODAL ANALYSIS USING ISOGEOMETRIC ANALYSIS. J. Theo. Appl. Mech., 46(4): p. 36-75.
[19] Hosseini, S.F., et al., (2018) Pre-bent shape design of full free-form curved beams using isogeometric method and semi-analytical sensitivity analysis. Structural and Multidisciplinary Optimization, 58(6): p. 2621-2633.
[20] Pavan, G.S., H. Muppidi, and J. Dixit, Static, (2022) free vibrational and buckling analysis of laminated composite beams using isogeometric collocation method. European Journal of Mechanics - A/Solids, 96: p. 104758.
[21] Ghafari, E. and J. Rezaeepazhand, (2017) Isogeometric analysis of composite beams with arbitrary cross-section using dimensional reduction method. Computer Methods in Applied Mechanics and Engineering, 318: p. 594-618.
[22] Bekhoucha, F., (2021) Isogeometric analysis for in-plane free vibration of centrifugally stiffened beams including Coriolis effects. Mechanics Research Communications,. 111: p. 103645.
[23] Luu, A.-T., N.-I. Kim, and J. Lee, NURBS-(2015) based isogeometric vibration analysis of generally laminated deep curved beams with variable curvature. Composite Structures, 119: p. 150-165.
[24] Cottrell, J.A., T.J. Hughes, and Y. Bazilevs, (2009) Isogeometric analysis: toward integration of CAD and FEA.: John Wiley & Sons.
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