Investigation of the properties of high-strength steel fiber concrete with a minimum effective fiber content under loads of various durations

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Abstract

The authors review the results of complex theoretical studies of the physico-mechanical and rheological properties of high-strength steel-fiber concrete in comparison with non-reinforced fine-grained high-strength concrete made of self-compacting mixtures under short-term and long-term load exposure. Based on the data of extensive experimental studies, methods of Mathematical description of concrete properties depending on the key factors of influence have been selected and developed. A steel fiber concrete with a minimum content of the selected type of fiber is studied, at which the positive effect of fiber reinforcement begins to manifest itself. The theoretical approach of V.M. Bondarenko to the description of creep measures of steel fiber concrete has been developed. The developed methods can be used to calculate structures made of high-strength steel-fiber concrete using the modern diagram method.

About the authors

Nikolay I. Karpenko

Research Institute of Building Physics of the RAACS

Email: niisf_lab9@mail.ru
ORCID iD: 0000-0001-9307-7952

Academician Secretary of the RAACS, Doctor of Technical Sciences, Professor, Chief Research Officer of the laboratory “Problems of Strength and Quality in Construction”

21 Lokomotivnyi Proezd, Moscow, 127238, Russian Federation

Gennady A. Moiseenko

Research Institute of Building Physics of the RAACS

Author for correspondence.
Email: gecklock@yandex.ru
ORCID iD: 0000-0002-5080-116X

leading engineer, Laboratory “Problems of Strength and Quality in Construction”

21 Lokomotivnyi Proezd, Moscow, 127238, Russian Federation

References

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Copyright (c) 2022 Karpenko N.I., Moiseenko G.A.

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