Nonlinear Bifurcation and Post-buckling Analysis of Cylindrical Composite Stiffened Laminates Based on Weak Form Quadrature Element Method-Reference-Cited by-同舟云学术

Nonlinear Bifurcation and Post-buckling Analysis of Cylindrical Composite Stiffened Laminates Based on Weak Form Quadrature Element Method

Published:2023-09-18 Issue:6 Volume:36 Page:817-836
ISSN:0894-9166
Container-title:Acta Mechanica Solida Sinica
language:en
Short-container-title:Acta Mech. Solida Sin.

Author:

Ou Xiang,Yao Xiaohu,Zhang Run

Funder

the National Natural Science Foundation of China

the Natural Science Foundation of Guangdong Province

the National Science Fund for Distinguished Young Scholar

the Science and Technology Project of Guangzhou

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Mechanics of Materials,Computational Mechanics

Link

https://link.springer.com/content/pdf/10.1007/s10338-023-00424-w.pdf

Reference33 articles.

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2. Bedair OK. A contribution to the stability of stiffened plates under uniform compression. Comput Struct. 1998;66(5):535–70.

3. Prusty B. Static, dynamic, buckling and failure analysis of composite stiffened shell structures: a finite element approach. [Ph.D. thesis]. Kharagpur, India: Indian Institute of Technology; 2001.

4. Bisagni C, Vescovini R. Analytical formulation for local buckling and postbuckling analysis of stiffened laminated panels. Thin-Walled Struct. 2009;47(3):318–34.

5. Stamatelos D, Labeas G, Tserpes K. Analytical calculation of local buckling and post-buckling behavior of isotropic and orthotropic stiffened panels. Thin Wall Struct. 2011;49(3):422–30.

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