Harish K. Sharma, Manish C. Srivastava, Basudeb Rajak, Suraj Singh, Surendra Verma, Rahul Kumar, Jeeoot Singh
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引用次数: 0
Abstract
This research presents a comprehensive stability analysis of bidirectional porous functionally graded material (BPFGM) skew plates with varying porosity distributions, employing Higher Order Shear Deformation Theory (HSDT) and a meshfree approach. To model the complex behavior of the BPFGM skew plates, the material properties are graded in both the thickness and length directions according to a modified power-law distribution, incorporating four distinct porosity distributions. The governing differential equations are derived using the energy principle, incorporating the effects of porosity into the material gradation. These equations are solved using a multiquadric radial basis function (MQ-RBF) based meshfree method, ensuring high accuracy and computational efficiency. The analysis examines the influence of key parameters such as porosity fraction, grading index, skew angle, span-to-thickness ratio, aspect ratio on the stability of the plates. The results highlight the significant impact of porosity on the critical buckling load and mode shapes, providing new insights into the design and optimization of BPFGM skew plates in engineering applications.
期刊介绍:
The International Journal of Steel Structures provides an international forum for a broad classification of technical papers in steel structural research and its applications. The journal aims to reach not only researchers, but also practicing engineers. Coverage encompasses such topics as stability, fatigue, non-linear behavior, dynamics, reliability, fire, design codes, computer-aided analysis and design, optimization, expert systems, connections, fabrications, maintenance, bridges, off-shore structures, jetties, stadiums, transmission towers, marine vessels, storage tanks, pressure vessels, aerospace, and pipelines and more.