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Buckling feature-driven optimization method for conformally modelled implicit curved stiffened structures
DOI:10.1016/j.engstruct.2025.121586.png)
Abstract
En 中文
• Implicit type conformally modelled curved stiffened structure is proposed. • Global-local buckling relation is solved in a dimensionless way. • Buckling optimization is solved using buckling characteristic function. • Numerical and experimental validation is applied for dense/sparse configurations.
Journal
IF:
6.4
Papers:
2.1W
Citations:
8.7W

