1 |
Qiao, P., Zou, G. and Davalos, J.F. (2003), "Flexural-torsional buckling of fiber-reinforced plastic composite cantilever I-beams", Compos. Struct., 60(2), 205-217.
DOI
ScienceOn
|
2 |
Sapkas, A. and Kollar, L.P. (2002), "Lateral-torsional buckling of composite beams", Int. J. Solids Struct., 39(11), 2939-2963.
DOI
ScienceOn
|
3 |
Shield, C.K. and Morey, T.A. (1997), "Kinematic theory for buckling of open and closed section thin-walled composite beams", J. Eng. Mech., 123(10), 1070-1081.
DOI
ScienceOn
|
4 |
Smith, E.C. and Chopra, I. (1991), "Formulation and evaluation of an analytical model for composite box beams", J. Am. Helicopter Soc., 36(3), 23-35.
DOI
|
5 |
Wendroff, B. (1966), Theoretical Numerical Analysis, Academic Press, NY, USA.
|
6 |
Zhen, W. and Wanji, C. (2008), "An assessment of several displacement-based theories for the vibration and stability analysis of laminated composite and sandwich beams", Compos. Struct., 84(4), 337-349.
DOI
ScienceOn
|
7 |
Cortinez, V.H. and Piovan, M.T. (2006), "Stability of composite thin-walled beams with shear deformability", Comput. Struct., 84(15-16), 978-990.
DOI
ScienceOn
|
8 |
Gunnlaugsson, G.A. and Pedersen, P.T. (1982), "A finite element formulation for beams with thin-walled cross- sections", Comput. Struct., 15(6), 691-699.
DOI
ScienceOn
|
9 |
Kabir, M.Z. and Sherbourne, A.N. (1998), "Optimal fibre orientation in lateral stability of laminated channel section beams", Compos. Part B, 29(1), 81-87.
DOI
ScienceOn
|
10 |
Kim, M.Y., Chang, S.P. and Kim, S.B. (1994), "Spatial stability and free vibration of shear flexible thin-walled elastic beams", Int. J. Numer. Meth. Eng. 37(23), 4117-4140.
DOI
ScienceOn
|
11 |
Kim, N.I., Shin, D.K. and Kim, M.Y. (2007), "Improved flexural-torsional stability analysis of thin-walled composite beam and exact stiffness matrix", Sci. 49(8), 950-969.
|
12 |
Kollar, L.P. and Springer, G.S. (2003), Mechanics of Composite Structures, Cambridge University Press.
|
13 |
Bathe, K.J. (1996), Finite Element Procedures, Prentice-Hall, Englewood Cliffs, NJ, USA.
|
14 |
ABAQUS (2003), Standard user's manual, Ver. 6.1, Hibbit, Kalsson & Sorensen Inc.
|
15 |
Abramovich, H., Eisenberger, M. and Shulepov, O. (1996), "Vibration and buckling of cross-ply nonsymmetric laminated composite beams", AIAA J., 34(5), 1064-1069.
DOI
|
16 |
Barbero, E.J. (1999), Introduction to Composite Materials Design, Taylor & Francis.
|
17 |
Machado, S.P. and Cortinez, V.H. (2005), "Non-linear model for stability of thin-walled composite beams with shear deformation", Thin-Walled Struct., 43(10), 1615-1645.
DOI
ScienceOn
|
18 |
Lee, J.H. (2006), "Lateral buckling analysis of thin-walled laminated composite beams with monosymmetric sections", Eng. Struct., 28(14), 1997-2009.
DOI
ScienceOn
|
19 |
Lee, J., Kim, S.E. and Hong, K. (2002), "Lateral buckling of I-section composite beams", Eng. Struct., 24(7), 955-964.
DOI
ScienceOn
|
20 |
Lin, Z.M., Polyzois, D. and Shah, A. (1996), "Stability of thin-walled pultruded structural members by the finite element method", Thin-Walled Struct., 24(1), 1-18.
DOI
ScienceOn
|
21 |
Mathematica (2009), Wolfram Mathematica 7, Wolfram Research Inc., IL, USA.
|
22 |
Piovan, M.T., Filipich, C.P. and Cortinez, V.H. (2008), "Exact solutions for coupled free vibrations of tapered shear-flexible thin-walled composite beams", J. Sound Vib., 316(1-5), 298-316.
DOI
ScienceOn
|