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貝殻からセメントまで、自然はより強靭な建築材料を生み出す(From seashells to cement, nature inspires tougher building material)

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2024-06-11 プリンストン大学

プリンストン大学の研究チームは、カキやアワビの貝殻に触発され、標準的なセメントに比べて17倍の耐亀裂性と19倍の伸縮性を持つ新しいセメント複合材料を開発しました。六角形のセメントタイルと薄いポリマー層を交互に積み重ねることで、亀裂抵抗と変形能力が向上します。この設計は、硬いアラゴナイトと柔軟なバイオポリマーの組み合わせに基づいており、セメントペーストとポリマーの層を交互に配置することで、従来のセメントに比べて優れた柔軟性と亀裂抵抗を実現しました。これにより、将来的にコンクリートや陶器などの脆いセラミック材料の強化が期待されます。

<関連情報>

強靭で延性のある真珠様セメント複合材料の設計 Tough and Ductile Architected Nacre-Like Cementitious Composites

Shashank Gupta, Hadi S. Esmaeeli, Reza Moini
Advanced Functional Materials  Published: 10 June 2024
DOI:https://doi.org/10.1002/adfm.202313516

貝殻からセメントまで、自然はより強靭な建築材料を生み出す(From seashells to cement, nature inspires tougher building material)

Abstract

Enhancing fracture toughness and ductility of brittle materials such as concrete remains a challenge. Nature offers numerous mechanisms to enhance fracture toughness using purposeful designs of materials’ architecture. Natural nacre exhibits high fracture toughness by promoting inelastic deformation and hierarchical toughening mechanisms. Here, “nacre-like-separated” and “nacre-like-grooved” cementitious composites inspired by brick-and-mortar arrangement of mollusk shells are proposed. These nacre-like composites are engineered by laser processing cement paste into individual tablets and grooved patterns (as intentional defects) and laminating them with limited amounts of suitable elastomeric (polyvinyl siloxane) interlayers. It is found that interlayer deformation, tortuous crack propagation guided by the defects, and crack bridging are the main toughening mechanisms in these composites that lead to rising resistance curves. The study hypothesizes tablet sliding as an additional toughening mechanism in “nacre-like-separated”, preventing tablet failure and leading to the postponed onset of bulk composite failure. These mechanisms significantly enhance both fracture toughness and ductility by 17.1 and 19 folds, compared to constituent hardened cement paste, respectively. By engineering laser-induced defects into tabulated cementitious-elastomeric material at meso-scale, a class of tough and ductile cementitious composites is introduced, resulting in significantly high fracture toughness values (73.68 MPa.mm1/2), comparable to Ultra-high-performance-concrete without sacrificing the strength.

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