Kladovasilakis Nikolaos, Pemas Sotirios, Pechlivani Eleftheria Maria
Centre for Research and Technology Hellas, Information Technologies Institute, 6th km Charilaou-Thermi Road, 57001 Thessaloniki, Greece.
Biomimetics (Basel). 2024 Jul 11;9(7):424. doi: 10.3390/biomimetics9070424.
Towards a sustainable future in construction, worldwide efforts aim to reduce cement use as a binder core material in concrete, addressing production costs, environmental concerns, and circular economy criteria. In the last decade, numerous studies have explored cement substitutes (e.g., fly ash, silica fume, clay-based materials, etc.) and methods to mimic the mechanical performance of cement by integrating polymeric meshes into their matrix. In this study, a systemic approach incorporating computer aid and biomimetics is utilized for the development of 3D-printed clay-based composite mortar reinforced with advanced polymeric bioinspired lattice structures, such as honeycombs and Voronoi patterns. These natural lattices were designed and integrated into the 3D-printed clay-based prisms. Then, these configurations were numerically examined as bioinspired lattice applications under three-point bending and realistic loading conditions, and proper Finite Element Models (FEMs) were developed. The extracted mechanical responses were observed, and a conceptual redesign of the bioinspired lattice structures was conducted to mitigate high-stress concentration regions and optimize the structures' overall mechanical performance. The optimized bioinspired lattice structures were also examined under the same conditions to verify their mechanical superiority. The results showed that the clay-based prism with honeycomb reinforcement revealed superior mechanical performance compared to the other and is a suitable candidate for further research. The outcomes of this study intend to further research into non-cementitious materials suitable for industrial and civil applications.
为了实现建筑业的可持续未来,全球都在努力减少水泥作为混凝土粘结剂核心材料的使用,以解决生产成本、环境问题和循环经济标准等问题。在过去十年中,众多研究探索了水泥替代品(如粉煤灰、硅灰、粘土基材料等)以及通过将聚合物网融入其基体来模拟水泥力学性能的方法。在本研究中,采用了一种结合计算机辅助和仿生学的系统方法来开发用先进的聚合物仿生晶格结构(如蜂窝和Voronoi图案)增强的3D打印粘土基复合砂浆。这些天然晶格被设计并集成到3D打印的粘土基棱柱中。然后,在三点弯曲和实际加载条件下,将这些构型作为仿生晶格应用进行数值研究,并开发了合适的有限元模型(FEM)。观察提取的力学响应,并对仿生晶格结构进行概念性重新设计,以减轻高应力集中区域并优化结构的整体力学性能。在相同条件下对优化后的仿生晶格结构进行了检验,以验证其力学优越性。结果表明,与其他结构相比,带有蜂窝增强的粘土基棱柱具有优异的力学性能,是进一步研究的合适候选材料。本研究的结果旨在进一步研究适用于工业和民用应用的非水泥基材料。