Linnemann Selina K, Friedrichs Lars, Niebuhr Nils M
Alfred Wegener Institute Helmholtz Centre for Polar and Marine Research, Am Handelshafen 12, 27570 Bremerhaven, Germany.
Biomimetics (Basel). 2024 Jan 12;9(1):46. doi: 10.3390/biomimetics9010046.
The intricate and highly complex morphologies of diatom frustules have long captured the attention of biomimetic researchers, initiating innovation in engineering solutions. This study investigates the potential of diatom-inspired surface stiffeners to determine whether the introduced innovative strategy is a viable alternative for addressing engineering challenges demanding enhanced stiffness. This interdisciplinary study focuses on the computer-aided generation of stress-adaptive lightweight structures aimed at optimizing bending stiffness. Through a comprehensive microscopical analysis, morphological characteristics of diatom frustules were identified and abstracted to be applied to a reference model using computer-aided methods and simulated to analyze their mechanical behavior under load-bearing conditions. Afterwards, the models are compared against a conventional engineering approach. The most promising biomimetic approach is successfully automated, extending its applicability to non-planar surfaces and diverse boundary conditions. It yields notable improvement in bending stiffness, which manifests in a decrease of displacement by approximately 93% in comparison to the reference model with an equivalent total mass. Nonetheless, for the specific load case considered, the engineering approach yields the least displacement. Although certain applications may favor conventional methods, the presented approach holds promise for scenarios subjected to varying stresses, necessitating lightweight and robust solutions.
硅藻壳复杂而高度精细的形态长期以来一直吸引着仿生学研究人员,引发了工程解决方案的创新。本研究调查了受硅藻启发的表面增强结构的潜力,以确定引入的创新策略是否是应对要求提高刚度的工程挑战的可行替代方案。这项跨学科研究专注于计算机辅助生成旨在优化弯曲刚度的应力自适应轻质结构。通过全面的显微镜分析,识别并提取了硅藻壳的形态特征,使用计算机辅助方法将其应用于参考模型,并进行模拟以分析它们在承载条件下的力学行为。之后,将这些模型与传统工程方法进行比较。最有前景的仿生方法成功实现了自动化,将其适用性扩展到非平面表面和各种边界条件。它在弯曲刚度方面有显著提高,与具有相同总质量的参考模型相比,位移减少了约93%。然而,对于所考虑的特定载荷情况,工程方法产生的位移最小。尽管某些应用可能更青睐传统方法,但所提出的方法对于承受不同应力、需要轻质且坚固解决方案的场景具有前景。