
원통 복합재 쉘의 비선형 좌굴에 의한 파괴현상 연구
Abstract
A cylindrical shell is a representative structure that exhibits buckling. To investigate the nonlinear behavior of this shell, the arc-length method or load– displacement control Newton–Raphson numerical analysis method is used. In this study, the buckling and post-buckling phenomena of composite shells were investigated, and the fracture phenomena of composites were evaluated for their load–displacement behaviors. Composite buckling is a complex process compared to those of isotropic materials. Moreover, in the case of a laminated composite material, it is difficult to accurately identify the time and place at which a failure might occur because various stress components and interlayer shear stresses interact with each other. Using the arc-length nonlinear numerical analysis method, the failure phenomena were clearly identified along the behavioral path of the composite shell after buckling, and the differences were confirmed via various composite failure theories.
Keywords:
Composite, Buckling, Nonlinear, FEAAcknowledgments
이 논문은 안동대학교 기본연구지원사업에 의하여 연구되었음.
References
-
Shivakumar, K. N., Whitcomb, J. D., 1985, Buckling of a Sublaminate ina Quasi-Isotropic Composite Laminate, J. Comp. Mater., 19:1 2-18.
[https://doi.org/10.1177/002199838501900101]
-
Beakou, A., Touratier, M., 1993, A Rectangular Finite Element for Analysing Composite Multilayered Shallow Shells in Statics, Vibration and Buckling, Int. J. Num. Meth. Eng., 35:4 627-653.
[https://doi.org/10.1002/nme.1620360406]
-
De Faria, A. R., 2002, Buckling Optimization and Antioptimization of Composite Plates: Uncertain Loading Combinations, Int. J. Num. Meth. Eng., 53:3 719-732.
[https://doi.org/10.1002/nme.309]
-
Palazotto, A. N., Linnemann, P. E., 1991, Vibration and Buckling Characteristics of Composite Cylindrical Panels Incorporating the Effects of a Higher Order Shear Theory, Int. J. Solids and Struct., 28:3 341-361.
[https://doi.org/10.1016/0020-7683(91)90198-O]
-
Cho, H. K., 2018, Nonlinear Buckling and Post-Buckling of Cylindrical Composite Structure Using Degenerated Shell Element, J. Korean Soci. of Manuf..Tech. Eng., 27:6 577-583.
[https://doi.org/10.7735/ksmte.2018.27.6.577]
-
Zhou, Y., Stanciulescu, L., Eason, T., Spottswood, M., 2015, Nonlinear Elastic Buckling and Postbuckling Analysis of Cylindrical Panels, Finite Element in Analysis and Design, 96 41-50.
[https://doi.org/10.1016/j.finel.2014.12.001]
-
Baiz, P. M., Aliabadi, M. H., 2010, Post Buckling Analysis of Shear Deformable Shallow Shells by the Boundary Element Method, Int. J. Num. Meth. Eng., 84:4 379-433.
[https://doi.org/10.1002/nme.2898]
-
Anders, M., 2001, Analysis of Post-Buckling Branches at Multiple Symmetric Bifurcations, Int. J. Num. Meth. Eng., 51:4 413-428.
[https://doi.org/10.1002/nme.157]
- Bathe, K. J., 1982, Finite Element Procedures in Engineering Analysis, Prentice-Hall, New Jersey.
-
Cho, H. K., 2016, The Effects of composite Laminate Layups on Nonlinear Buckling Behavior Using a Degenerated Shell Element, J. Korean Soc. of Manuf., Proc. Eng. 15:1 50-60.
[https://doi.org/10.14775/ksmpe.2016.15.1.050]
-
Cho, H. K., 2018, Nonlinear Buckling Analysis of GFRP Laminated Composite Panels, J. Korean Soc. Adv. Comp. Struc., 9:4 1-7.
[https://doi.org/10.11004/kosacs.2018.9.4.001]
- Sih, G. C., Skudra, A. M., 1983, Failure Mechanics of Composites, North-Holland, New York.
Professor in the Department of Mechanical Engineering, Andong National University.His research interest is computer aided engineering, finite element method, composite materials and design optimization
E-mail: hkcho@anu.ac.kr