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.

Authors
Markovich A.S. 1 , Koroteev D.D. 1 , Abu Mahadi M.I. , Miloserdova D.A. 1
Publisher
Institute of Physics Publishing
Number of issue
1
Language
English
Status
Published
Number
012013
Volume
675
Year
2019
Organizations
  • 1 Peoples' Friendship University of Russia (RUDN University), Moscow, Russian Federation
Keywords
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
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