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Civil-Comp Conferences
ISSN 2753-3239 CCC: 5
PROCEEDINGS OF THE SIXTH INTERNATIONAL CONFERENCE ON SOFT COMPUTING, MACHINE LEARNING AND OPTIMISATION IN CIVIL, STRUCTURAL AND ENVIRONMENTAL ENGINEERING Edited by: P. Iványi, J. Logo and B.H.V. Topping
Paper 5.3
Revisiting the Fibonacci spiral pattern for stiffening rib design L. Meng and J. Zhang
School of Mechanical Engineering, Northwestern Polytechnical University, China L. Meng, J. Zhang, "Revisiting the Fibonacci spiral pattern
for stiffening rib design", in P. Iványi, J. Logo, B.H.V. Topping, (Editors), "Proceedings of the Sixth International Conference on
Soft Computing, Machine Learning and Optimisation in
Civil, Structural and Environmental Engineering", Civil-Comp Press, Edinburgh, UK,
Online volume: CCC 5, Paper 5.3, 2023, doi:10.4203/ccc.5.5.3
Keywords: Fibonacci spiral, stiffening ribs, thin-walled structure, phyllotaxis,
structure design, bucking.
Abstract
For a long period, phyllotaxis (the arrangement of leaves on a plant stem) has been
observed as an interesting morphological property of various plants, and the
phyllotactic spirals form a distinctive class of patterns in nature. These days, the
unique patterns governed by the Fibonacci sequence, or the golden ratio in a deeper
sense, have moved beyond the botanical system and came to be universal, occurring
in architectural and structural design. In this work, we develop a design approach for
curvilinear stiffening ribs which follow the Fibonacci spiral pattern. The parametric
model of the designed ribs is built according to two parameters, one discrete and
another continuous. Parametric studies on the two variables are performed to assess
the potential mechanical advantages of the Fibonacci spiral pattern in stiffening
structures. The deformation-, vibration- and buckling-resisting capacities are
investigated for thin-walled stiffening plates with a central cut-out. Moreover, an
attempt is devoted to clarifying the rationality of curvilinear employment in other
designs. Lastly, we demonstrate that the developed protocol does not limit itself to
planar structures with cut-outs, and it is easy to be extended to stiffening ribs on
curved surfaces, where the gain in mechanical property is observed to be even more
visible and pronounced.
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