An element-free study of variable stiffness composite plates with cutouts for enhanced buckling and post-buckling performance-Reference-Cited by-同舟云学术

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An element-free study of variable stiffness composite plates with cutouts for enhanced buckling and post-buckling performance

Published:2020-11 Issue: Volume:371 Page:113314
ISSN:0045-7825
Container-title:Computer Methods in Applied Mechanics and Engineering
language:en
Short-container-title:Computer Methods in Applied Mechanics and Engineering

Author:

Li D.M.^ORCID,Featherston Carol A.^ORCID,Wu Zhangming^ORCID

Funder

European Union’s Horizon 2020 research and innovation programme

Marie Skłodowska-Curie actions COFUND

Publisher

Elsevier BV

Subject

Computer Science Applications,General Physics and Astronomy,Mechanical Engineering,Mechanics of Materials,Computational Mechanics

Reference61 articles.

1. Application of the Ritz method to plane elasticity problems for composite sheets with variable fibre spacing;Martin;Internat. J. Numer. Methods Engrg.,1989

2. The use of curvilinear fiber format to improve buckling resistance of composite plates with central circular holes;Hyer;Compos. Struct.,1991

3. Use of curvilinear fiber format in composite structure design;Hyer;AIAA J.,1991

4. In-plane response of laminates with spatially varying fiber orientations-variable stiffness concept;Gürdal;AIAA J.,1993

5. R. Olmedo, Z. Gürdal, Buckling response of laminates with spatially varying fiber orientations, in: 34th Structures, Structural Dynamics and Materials Conference, 1993, p. 1567.

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