Optimization of Composition of Nanofiber Concrete in Terms of Fracture Toughness by Matrix Modifiсation

E. Sadovskaya, S. Leonovich
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引用次数: 1

Abstract

Concrete is a quasi-brittle building material that has low tensile strength. The process of its destruction under loading is inhomogeneous, due to the nature of the concrete structure mass, consisting of components with different physical and mechanical properties. Gradual deformation and destruction can be characterized as a process of formation and development of microcracks. The presence of different-sized components in concrete makes it possible to consider its structure as a multi-level system. In this system, each level is a matrix with its own structural inclusions, which play both a structure-forming role and the role of stress concentrators under the action of mechanical loads. The critical stress intensity factor is a good indicator of the crack resistance (fracture toughness) of a material. Nanoconcrete, from the point of view of a multilevel system, is a concrete composite with crack propagation inhibitors at the level of the cementing substance (carbon nanotubes are consi-dered as inhibitors). The presence of fiber fibers at subsequent scale levels allows us to consider concrete as a composite with multi-level dispersed reinforcement (nanofiber concrete). The paper discusses the change of concrete fracture toughness indicator (crack resistance) with dispersed reinforcement of the matrix at different structural levels. The presented for normal separation of notched cubes under eccentric compression with the determination of the stress intensity factor for concrete modified with carbon nanotubes acting as crack propagation inhibitors at the level of cementing substance (nanoconcrete), as well as for nanofiber concrete with dispersed reinforcement at the level of fine-grained concrete. Based on experimental studies by non-equilibrium methods of fracture mechanics, compositions of nanofiber-reinforced concrete of maximum crack resistance (fracture toughness) with different fiber concentrations and several types of matrices modified with nanocarbon additives are proposed in the paper.
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基于基体改性的纳米纤维混凝土断裂韧性成分优化研究
混凝土是一种准脆性建筑材料,抗拉强度低。由于混凝土结构质量的性质,其在荷载作用下的破坏过程是不均匀的,由具有不同物理力学性能的构件组成。逐渐的变形和破坏可以表征为微裂纹的形成和发展过程。混凝土中不同尺寸构件的存在使得将其结构视为多层次系统成为可能。在该体系中,每一层都是一个具有自身结构包裹体的矩阵,在机械载荷作用下,这些结构包裹体既起构造形成作用,又起应力集中作用。临界应力强度因子是材料抗裂性(断裂韧性)的良好指标。纳米混凝土,从多层体系的角度来看,是一种在胶结物质水平上具有裂缝扩展抑制剂(碳纳米管被认为是抑制剂)的混凝土复合材料。纤维纤维在后续尺度上的存在使我们可以将混凝土视为具有多级分散钢筋的复合材料(纳米纤维混凝土)。本文讨论了混凝土断裂韧性指标(抗裂性能)随基体分散配筋在不同结构层次上的变化。本文介绍了在偏心压缩下缺口立方体的正常分离,并确定了在胶结物质(纳米混凝土)水平上以碳纳米管作为裂缝扩展抑制剂改性的混凝土的应力强度因子,以及在细粒混凝土水平上具有分散钢筋的纳米纤维混凝土的应力强度因子。在断裂力学非平衡方法试验研究的基础上,提出了不同纤维浓度的纳米纤维增强混凝土的最大抗裂性(断裂韧性)组成和几种纳米碳改性基体。
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