1 |
한성천, 최삼열 (2004) 변형률 보간 9절점 쉘 요소를 이용한 적 층복합판 과 쉘의 선형 정적 해석 및 자유진동 해석, 한국전산구조공학회논문집, 제17권, 제4호, pp. 279-293
|
2 |
Bathe, K. J. and Dvorkin, E. N. (1986) A formulation of general shell elements-the use of mixed interpolation of tensorial components. Int J Num Meth Eng., Vol. 22, pp. 697-722
DOI
ScienceOn
|
3 |
Han, S. C., Kim, K. D. and Kanok-Nukulchai, W. (2004) An element-based 9-node resultant shell element for large deformation analysis of laminated composite plates and shells. Struct Eng Mech., Vol. 18(6), pp. 807-829
DOI
|
4 |
MacNeal, R. H. and Harder, R. L. (1985) A proposed standard set of problems to test finite element accuracy. Finite Elements in Analysis and Design, Vol. 1, pp. 3-20
DOI
ScienceOn
|
5 |
Rhiu, J. J. and Lee, S. W. (1988) A nine-node finite element for analysis of geometrically non-linear shells. Int J Num Meth Eng. Vol. 24, pp. 581-604
|
6 |
Yoo, S. W. and Choi, C. K. (2000) Geometrically nonlinear analysis of laminated composites by an improved degenerated shell element, Struct Eng Mech., Vol. 9(1), pp. 99-110
DOI
|
7 |
Zienkiewicz, O. C. and Taylor, R. L. (1989) The Finite Element Method, McGraw-Hill, London
|
8 |
Zienkiewicz, O. C. and Taylor, R. L. (2000) The Finite Element Method, Butterworth-Heinemann, London
|
9 |
Andelfinger, U. and Ramm, E. (1993) EAS-elements for two-dimensional, three-dimensional, plate and shell structures and their equivalence to HR-elements. Int J Num Meth Eng., Vol. 36, pp. 1311-1337
DOI
ScienceOn
|
10 |
Kim, K. D., Lee, C. S. and Han, S. C. (2007) A 4-node Co-rotational ANS Shell Element for Laminated Composite Structures, Compos Struct., Vol. 80(2), pp. 234-252,
DOI
ScienceOn
|
11 |
Kanok-Nukulchai, W. (1979) A simple and efficient finite element for general shell analysis. Int J Num Meth Eng., Vol. 14, pp. 179-200
DOI
ScienceOn
|
12 |
Han, S. C., Choi, S. and Park, W. T. (2007) The Effect of Varying the In-plane Loads and Stacking Sequence on the Vibration Analysis of Composite Stiffened Plates, Sci Eng Compos Mater., Vol. 14(4), pp. 271-298
|
13 |
Kebari, H. and Cassel, A. C. (1992) A Stabilized 9-node Non-linear Shell Element. Int J Num Meth Eng., Vol. 35, pp. 37-61
DOI
|
14 |
Ahmad, S., Irons, B. M. and Zienkiewicz, O. C. (1970) Analysis of Thick and Thin Shell Structures by Curved Finite Elements. Int J Num Meth Eng., Vol. 2, pp. 419-451
DOI
|
15 |
Crisfield, M. A. (1981) A fast incremental/iterative solution procedure that handles snap-through. Comput Struct. Vol. 13, pp. 55-62
DOI
ScienceOn
|
16 |
Groesberg, S. W. (1963) Advanced Mechanics, Wiley, New York
|
17 |
Simo, J. C., Fox, D. D. and Rifai, M. S. (1989) On stress resultant geometrically exact shell model. Part II: the linear theory; computational aspects. Comp Meth Appl Mech Eng., Vol. 73, pp. 53-92
DOI
ScienceOn
|
18 |
Sabir, A. B. and Lock, A. C. (1973) The application of finite elements to the large deflection geometrically non-linear behaviour of cylindrical shells, Variational Methods in Engineering. Brebia CA, Tottenham H (eds), Southampton Univ. Press, Vol. 7, pp. 66-75
|
19 |
Gorman, D. J. (2000) Free vibration and buckling of in-plane loaded plates with rotational elastic edge support. J Sound Vib., Vol. 229(4), pp. 755-773
DOI
ScienceOn
|
20 |
Huang, H. C. and Hinton, E. (1986) A new nine node degenerated shell element with enhanced membrane and shear interpolation. Int J Num Meth Eng., Vol. 22, pp. 73-92
DOI
ScienceOn
|
21 |
Ma, H. and Kanok-Nukulchai, W. (1989) On the application of assumed strained methods, Structural Engineering and Construction, Achievements, Trends and Challenges. Kanok-Nukulchai et al. (eds.), AIT; Bankok
|
22 |
Huang, M. H. and Thambiratnam, D. P. (2001) Analysis of plate resting on elastic supports and elastic foundation by finite strip method. Comput Struct., Vol. 79, pp. 2547-2557
DOI
ScienceOn
|
23 |
Horrigmoe, G. and Bergan, P. G. (1978) Nonlinear analysis of free form shells by flat finite elements. Comp Meth Appl Mech Eng. Vol. 16, pp. 11-35
DOI
ScienceOn
|
24 |
Ni, Q. Q., Xie, J. and Iwamoto, M. (2005) Buckling analysis of laminated composite plates with arbitrary edge supports. Compos Struct., Vol. 69, pp. 209-217
DOI
ScienceOn
|
25 |
Ramm, E. (1981) Strategies for Tracing the Nonlinear Response Near Limit, Formulations and Computational Algorithms in Finite Element Analysis. Bathe KJ, Oden JT, Wunderlich W (eds), Springer-Verlag: Berlin
|
26 |
Timoshenko, S. P. and Woinowsky-Krieger, S. (1959) Theory of Plates and Shells, McGraw-Hill
|
27 |
STRAND 7 (2005) Using STRAND7 manual, Available from
|