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This study investigates the free vibration, buckling, and bending behaviors of functionally graded triply periodic minimal surface (FG-TPMS) beams using higher-order shear deformation theory and the Ritz method. It analyzes three TPMS architectures with varying porosity distributions, providing insights into how these factors influence structural performance. The findings contribute to a deeper understanding of FG-TPMS beams, which are relevant for applications in aerospace and medical engineering.

Author

Nguyen Van Quyen

Language

EN