Buckling characteristic of multi-laminated composite elliptical cylindrical shells
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
http://link.springer.com/article/10.1007/s40091-014-0074-1/fulltext.html
Reference24 articles.
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2. Andelfingr U, Ramm E (1993) EAS-elements for 2D-, 3D-, plate and shell structures and their equivalence to HR-elements. Int J Numer Meth Eng 36:1311–1337
3. Bathe KJ, Dvorkin EN (1986) A formulation of general shell elements-the use of mixed formulation of tensorial components. Int J Numer Meth Eng 22:697–722
4. Chang SY (2004) Study on buckling of composite laminated cylindrical shells with transverse rib. J KSSC 16(4):493–503
5. Chryssanthopulos MK, Baker MJ, Dowling PJ (1991) Imperfection modeling for buckling analysis of stiffened cylinders. J Struct Eng 117(7):1998–2017
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2. Influence of the Variations of Orthotropy Parameters on the Stress State of Hollow Cylinders with Concave Corrugated Cross Sections;Journal of Mathematical Sciences;2018-01-22
3. Buckling and vibration of composite lattice elliptical cylindrical shells;Proceedings of the Institution of Mechanical Engineers, Part L: Journal of Materials: Design and Applications;2017-10-13
4. Free Vibration Analysis of Laminated Composites by a Nine Node Isoparametric Plate Bending Element;Advanced Composites Letters;2016-09
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