Analysis of the theory of calculation of fiber-reinforced concrete with non-steel fibers

The fiber-reinforced concrete finds more applications in modern construction. This material has improved strength and deformation characteristics. The fiber-reinforced concrete is considered to be one of the most promising building materials in the world practice. The experience of using this material in developed countries, such as the USA, UK, Japan, Germany, Italy, France, Australia, has shown the good technical and economic indicators in building constructions. Recently, the base of standards for preparation, calculation and design of such concretes has been prepared and introduced in Russia. The method of determination of the class of the fiber-reinforced concrete by residual tensile strength, the calculation of the strength of standard sections, the diagrams of the deformation is discussed in the article based on the new Code of Practice. The obtained results of analysis of the theory of calculation suggest further studies of the properties and physical characteristics. © Published under licence by IOP Publishing Ltd.

Авторы
Markovich A.S. 1 , Koroteev D.D. 1 , Abu Mahadi M.I. , Miloserdova D.A. 1
Сборник материалов конференции
Издательство
Institute of Physics Publishing
Номер выпуска
1
Язык
Английский
Статус
Опубликовано
Номер
012013
Том
675
Год
2019
Организации
  • 1 Peoples' Friendship University of Russia (RUDN University), Moscow, Russian Federation
Ключевые слова
Binary alloys; Deformation; Fiber reinforced materials; Potassium alloys; Reinforced plastics; Steel fibers; Structural design; Tensile strength; Uranium alloys; Australia; Code of practice; Developed countries; Economic indicators; Fiber-reinforced concretes; In-buildings; Physical characteristics; Strength and deformation characteristics; Reinforced concrete
Дата создания
24.12.2019
Дата изменения
24.12.2019
Постоянная ссылка
https://repository.rudn.ru/ru/records/article/record/54855/
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