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硅酸盐通报 ›› 2025, Vol. 44 ›› Issue (11): 4260-4273.DOI: 10.16552/j.cnki.issn1001-1625.2025.0818

• 重大工程材料设计与服役评价 • 上一篇    下一篇

负泊松比三维点阵超材料增强泡沫混凝土力学性能研究

蒋金洋1,2, 王凤娟1,2, 石锦炎1,2, 刘志勇1,2, 郑超浪1,2   

  1. 1.重大基础设施工程材料全国重点实验室,南京 211189;
    2.东南大学材料科学与工程学院,南京 211189
  • 收稿日期:2025-08-12 修订日期:2025-09-04 出版日期:2025-11-15 发布日期:2025-12-04
  • 通信作者: 郑超浪,博士研究生。E-mail:230238708@seu.edu.cn
  • 作者简介:蒋金洋(1974—),男,博士,教授。主要从事混凝土多尺度多因素耐久性和混凝土先进超材料制备技术的研究。E-mail:jiangjinyang16@163.com
  • 基金资助:
    国家自然科学基金原创探索计划延续资助项目(52350004);国家自然科学基金区域创新发展联合基金(U24A20168)

Mechanical Property of Negative Poisson Ratio 3D Lattice Metamaterial-Reinforced Foam Concrete

JIANG Jinyang1,2, WANG Fengjuan1,2, SHI Jinyan1,2, LIU Zhiyong1.2, ZHENG Chaolang1,2   

  1. 1. National Key Laboratory of Major Engineering Materials for Infrastructure, Nanjing 211189, China;
    2. School of Materials Science and Engineering, Southeast University, Nanjing 211189, China
  • Received:2025-08-12 Revised:2025-09-04 Published:2025-11-15 Online:2025-12-04

摘要: 本文提出了一种基于分层设计理念的负泊松比三维点阵结构设计方法,采用3D打印技术制备了具有不同几何参数的点阵结构,并与泡沫混凝土浆体复合形成网络互穿型复合材料。研究了点阵结构及复合材料的拉伸与压缩力学性能,并对压缩荷载作用下的变形行为进行了表征。结果表明:点阵结构的泊松比随重入角增大而增大,在重入角为-30°时达到最小值-1.46。点阵结构的泊松比绝对值随着基元尺寸的减小而减小,当基元尺寸为2.5 mm时泊松比趋于0。当重入角为-30°时,负泊松比三维点阵增强泡沫混凝土抗压强度达7.5 MPa,较同配比泡沫混凝土提高了39%,抗拉强度达0.7 MPa,是同配比泡沫混凝土的8倍。应变云图反映点阵结构有效调控了泡沫混凝土的应变分布,通过点阵产生负泊松比效应约束泡沫混凝土基体应变,从而提升复合材料的力学性能。

关键词: 负泊松比, 超材料, 点阵结构, 泡沫混凝土, 力学性能

Abstract: This paper proposed a design method for negative Poisson ratio 3D lattice structures based on a hierarchical design concept. 3D printing technology was employed to fabricate lattice structures with varying geometric parameters, which were then combined with foam concrete slurry to form interpenetrating network composite materials. The tensile and compressive mechanical properties of both lattice structures and composite materials were investigated, and their deformation behaviors under compressive loading were characterized. Results demonstrate that the Poisson ratio of the lattice structures increases with increasing reentrant angle, reaching a minimum value of -1.46 at a reentrant angle of -30°. The absolute value of lattice structure Poisson ratio decreases with reduced unit cell size, approaching zero when the unit cell size is 2.5 mm. At an reentrant angle of -30°, the negative Poisson ratio 3D lattice-reinforced foam concrete achieves a compressive strength of 7.5 MPa (39% enhancement compared to foam concrete with identical mix proportion) and a tensile strength of 0.7 MPa (8-fold improvement over foam concrete). Strain contour map reveals that the lattice structure effectively modulates strain distribution in foam concrete, strain of foam concrete matrix is restricted through a lattice structure that generates a negative Poisson ratio effect, thereby enhancing the mechanical properties of composite materials.

Key words: negative Poisson ratio, metamaterial, lattice structure, foam concrete, mechanical property

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