Non-linear stability and load-carrying capacity of thin-walled laminated columns in aspects of coupled buckling and coupled stiffness submatrix-Reference-Cited by-同舟云学术

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Non-linear stability and load-carrying capacity of thin-walled laminated columns in aspects of coupled buckling and coupled stiffness submatrix

Published:2018-05 Issue: Volume:192 Page:72-81
ISSN:0263-8223
Container-title:Composite Structures
language:en
Short-container-title:Composite Structures

Author:

Teter Andrzej,Mania Radoslaw J.,Kolakowski Zbigniew

Funder

Ministerial Research

Polish National Science Centre

Publisher

Elsevier BV

Subject

Civil and Structural Engineering,Ceramics and Composites

Reference28 articles.

1. The design of laminates with given thermal/hygral expansion coefficients: a general approach based upon the polar-genetic method;Vannucci;Compos Struct,2007

2. A linear theory for laminates composed of coupled layers;Valot;Compos Struct,2003

3. Tapered hygro-thermally curvature-stable laminates with non-standard ply orientations;York;Compos A,2013

4. Mechanics of composite materials;Jones,1999

5. Mechanics of laminated composite plates and shells: theory and analysis;Reddy,2004

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1. Susceptibility versus flexural stiffness in the stability of hybrid laminate columns with a rectangular cross section for a 1D model;Composite Structures;2024-10

2. Effects of stacking sequences on the axial compressive buckling behavior and failure characteristics of channel-section CFRP/Al laminate columns;Composite Structures;2023-11

3. Global buckling of axially functionally graded columns with variable boundary conditions;Composite Structures;2023-01

4. Forming characteristics of channel-section CFRP-aluminum hybrid profiles manufactured by inflatable mandrel assisted hot-pressing process;Composite Structures;2022-09

5. Experimental-numerical studies on the first-ply failure analysis of real, thin walled laminated angle columns subjected to uniform shortening;Composite Structures;2021-08

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