Does anyone know of a good reference on the design and analysis of plates stiffened with isogrid (equilateral triangle) stiffeners? Plates stiffened with such stiffeners have isotropic behavior, rather than orthotropic behavior that rectangular stiffened plates have. I'm looking for design guidelines that can be used for preliminary hand calculations, not a detailed treatise on nonlinear FEA optimization. Thanks.
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Isogrid Stiffeners
- Thread starter butelja
- Start date