참고문헌
- ANSYS 6.1 (2002), A purpose FEM-program. SAS IP.
- Banerjee, J.R. and Williams, F.W. (1986), ' Exact Bernoulli-Euler static stiffuess matrix for a range of tapered beam-column ', Int. J. Num. Meth. Eng., 23, 1615-1628 https://doi.org/10.1002/nme.1620230904
- Chakraborty, A., Gopalakrishnan, S. and Reddy, J.N. (2003), ' A new beam finite element for the analysis of functionally graded materials ', Int. J. Mech. Sci., 45, 519-539 https://doi.org/10.1016/S0020-7403(03)00058-4
- Chugh, A.K. and Biggers, S.B. (1976), ' Stiffness matrix for a non-prismatic beam-column element ' , Int. J .Num.Meth. Eng., 10, 1125-1142 https://doi.org/10.1002/nme.1620100512
- Kutis, V. and Murin, J. (2002), RAM3D - Program for Statical Analysis of Frame Structures. FEI STU Bratislava
- Lee, B.K. and Oh, S.J. (2000), ' Elastica and buckling load of simple tapered columns with constant volume ', Int. J. Solid Struct., 37, 2507-2518 https://doi.org/10.1016/S0020-7683(99)00007-4
- Li, Q.S. (2001), ' Buckling of multi-step non-uniform beams with elastically restrained boundary conditions ' , J.Const. Steel Res., 57, 753-777 https://doi.org/10.1016/S0143-974X(01)00010-4
- Librescu, L., Oh, S.Y. and Song, O. (2004), ' Spinning thin-walled beams made of functionally graded materials:Modelling, vibration and instability', European J. Mech. A - Solids, 23,499-515 https://doi.org/10.1016/j.euromechsol.2003.12.003
- Mehlhorn, G (1995), Der Ingenieurbau: Grundwissen, Ernst & Sohn, Berlin
- Murin, J. and Kutis, V. (2002), ' Beam element with continuous variation of the cross-sectional area' , Comput. Struct., 80, 329-338 https://doi.org/10.1016/S0045-7949(01)00173-0
- Murin, J. and Kutis, V. (2003), 'Beam element with varying stiffness', J. Mech. Eng., 54, 239-252
- Murin, J. and Kutis, V. (2004), ' Stability of bar with locally varying elasticity modulus ', Proc. of the Sixth World Congress on Computational Mechanics, Beijing, China
- Rubin, H. (1996), ' Analytische Losung linearer Differentialgleichungen mit veranderlichen Koeftizienten und ein baustatisches Problem', ZAMM, 76, 101-113
- Rubin, H. and Schneider, K.J. (1996), Baustatik - Theorie l. und II. Ordnung, Werner-Verlag, Dusseldorf
- Sankar, B.V. (2001), ' An elasticity solution for functionally graded beams ', Comp. Sci. Tech., 61, 689-696 https://doi.org/10.1016/S0266-3538(01)00007-0
- Sapountzakis, E.J. and Mokos, V.G (2004),' 3-D beam element of variable composite cross section including warping effect ', Acta Mechanica, 171, 151-169 https://doi.org/10.1007/s00707-004-0148-4
- Su, H. and Banerjee, J.R. (2004), ' Free vibration behaviour of a range of high aspect ratio aircraft wings using the dynamic stiffuess method ', Proc. of the Sixth World Congress on Computational Mechanics, Beijing, China.
피인용 문헌
- Buckling of functionally graded and elastically restrained non-uniform columns vol.40, pp.5, 2009, https://doi.org/10.1016/j.compositesb.2009.03.001
- An effective solution of electro-thermo-structural problem of uni-axially graded material vol.28, pp.6, 2006, https://doi.org/10.12989/sem.2008.28.6.695
- An approximate spectral element model for the dynamic analysis of an FGM bar in axial vibration vol.61, pp.4, 2006, https://doi.org/10.12989/sem.2017.61.4.551