Abstract
This article focuses on the static and dynamic analysis and optimization of an anisogrid lattice plate subjected to axial compressive load with simply supported boundary conditions. The lattice plate includes diagonal and transverse ribs and is modeled as an orthotropic plate with effective stiffness properties. The study employs the first-order shear deformation theory and the Ritz method with a Legendre approximation function. In the realm of optimization, the Non-dominated Sorting Genetic Algorithm-II is utilized as an evolutionary multi-objective algorithm to optimize. The research findings are validated through finite element analysis. Notably, this study addresses the less-explored areas of optimizing the geometric parameters of the plate by maximizing the buckling load and natural frequency while minimizing mass. Furthermore, this study attempts to fill the gap related to the analysis of the post-buckling behavior of lattice plates, which has been conspicuously overlooked in previous research. This has been accomplished by conducting nonlinear analyses and scrutinizing post-buckling diagrams of this type of lattice structure. The efficacy of the continuous methods for analyzing the natural frequency, buckling, and post-buckling of these lattice plates demonstrates that while a degree of accuracy is compromised, it provides a significant amount of computational efficiency.
Original language | English |
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Pages (from-to) | 89-107 |
Number of pages | 19 |
Journal | Steel and Composite Structures |
Volume | 52 |
Issue number | 1 |
DOIs | |
Publication status | Published - 10 Jul 2024 |
Externally published | Yes |
Keywords
- anisogride
- buckling
- free vibration
- lattice plate
- multi-objective optimization
- post-buckling
- Ritz method
ASJC Scopus subject areas
- Civil and Structural Engineering
- Building and Construction
- Metals and Alloys