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

Author:

Sadovskaya E. A.1,Leonovich S. N.1

Affiliation:

1. Belarusian National Technical University

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.

Publisher

Belarusian National Technical University

Subject

General Medicine

Reference11 articles.

1. Sadovskaya E. A., Polonina E. N., Leonovich S. N. (2019) Multilevel Structure of Concrete: Analysis and Classification of Levels on Organization of Conglomerate Building Composite Structure. Problemy Sovremennogo Stroitel'stva: Materialy Mezhdunar. Nauch.-Tekhn. Konf., 28 Maya 2019 g. [Problems of Modern Construction: Proceedings of International Scientific and Technical Conference, May 28, 2019]. Minsk, Belarusian National Technical University, 285–297 (in Russian).

2. Bazhenov Yu. M., Falikman V. R., Bulgakov B. I. (2012) Nanomaterials and Nanotechnologies in Modern Concrete Technology. Vestnik MGSU [Bulletin of Moscow State University of Civil Engineering], (12), 125–133 (in Russian).

3. Chernyshov E. M., Artamonova O. V., Slavcheva G. S. (2014) Concepts and Foundations of Technologies for Nanomodification of Building Composite Structures. Part 2. On the Problem of Conceptual Models of Structure Nanomodification. Stroitel'nye Materialy = Construction Materials, (4), 73–83 (in Russian).

4. Plugin A., Plugin A., Romanenko O., Kalinin O. (2010) Optimum Compositions of Crack-Stability and Waterproof Concrete for the Reliability and Durable Constructions of Bridges. 7th International Conference on Bridges Across the Danube 2010. Sofia. Available at: https://www.researchgate.net/publication/331473908.

5. Falikman V. R., Sobolev K. G. (2011) “Space Beyond”, or How Nanotechnology Can Change the World of Concrete. Part 2. Nanotekhnologii v Stroitelstve = Nanotechnologies in Construction, (2). Available at: https://www.nanonewsnet.ru/files/nanobuild_1_2011.pdf (in Russian).

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