Please use this identifier to cite or link to this item: http://repository.vnu.edu.vn/handle/VNU_123/32338
Title: Corrigendum to ‘‘Nonlinear dynamic response of imperfect eccentrically stiffened FGM double curved shallow shells on elastic foundation’’ [Compos. Struct. 99 (2013) 88–96]
Authors: Nguyen, Dinh Duc
Keywords: Nonlinear dynamic;Eccentrically stiffened FGM double curved shallow shells;Imperfection;Elastic foundation
Issue Date: 2013
Publisher: University of Engineering and Technology, Vietnam National University, 144 Xuan Thuy, Cau Giay, Hanoi, Viet Nam
Citation: ISIKNOWLEDGE
Abstract: This paper presents an analytical investigation on the nonlinear dynamic response of eccentrically stiff-ened functionally graded double curved shallow shells resting on elastic foundations and being subjected to axial compressive load and transverse load. The formulations are based on the classical shell theory taking into account geometrical nonlinearity, initial geometrical imperfection and the Lekhnitsky smeared stiffeners technique with Pasternak type elastic foundation. The non-linear equations are solved by the Runge–Kutta and Bubnov–Galerkin methods. Obtained results show effects of material and geo-metrical properties, elastic foundation and imperfection on the dynamical response of reinforced FGM shallow shells. Some numerical results are given and compared with ones of other authors
Description: Composite Structures 102 (2013) 306–314 ; TNS07225
URI: http://www.sciencedirect.com/science/article/pii/S026382231300130X
http://repository.vnu.edu.vn/handle/VNU_123/32338
ISSN: 1095-9513
Appears in Collections:Bài báo của ĐHQGHN trong Web of Science

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