Buckling analysis of nonuniformly compressed rectangular FG-CNT reinforced laminated composite plate resting on elastic foundation: An analytical solution

被引:1
|
作者
Das, Sushree [1 ]
Jana, Prasun [1 ]
机构
[1] Indian Inst Technol IIT, Dept Aerosp Engn, Kharagpur 721302, W Bengal, India
关键词
Nanotube reinforced composite material; rectangular plate; elastic foundation; buckling analysis; first-order shear deformation theory; UNIFIED FORMULATION; BOUNDARY-CONDITIONS; VIBRATION ANALYSIS; SHEAR; STABILITY; BEHAVIOR; LOADS;
D O I
10.1080/15376494.2024.2327645
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The present study is focused on the development of an analytical solution for the buckling analysis of carbon nanotube reinforced functionally graded (FG-CNTRC) laminated plates resting on Pasternak elastic foundation and subjected to different nonuniform edge loads. The analytical solution is formulated using a two-step procedure: First, an accurate in-plane stress solution is developed by superimposing three suitable Airy's stress functions; second, the stress solution is utilized to compute the critical buckling loads using the Galerkin's procedure. Results from parametric studies show that the buckling behavior of FG-CNTRC plates greatly depends on the type of nonuniform loads, plate configurations, and support parameters.
引用
收藏
页数:22
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