Components of Fracture Response of Steel Fibre Reinforced Concrete Specimens

Ivana Havlíková; Petr Frantík; Pavel Schmid; Hana Šimonová; Václav Veselý; Alaa Abdulrahman; Zbyněk Keršner

doi:10.4028/www.scientific.net/AMM.827.287

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 827Components of Fracture Response of Steel Fibre...

Components of Fracture Response of Steel Fibre Reinforced Concrete Specimens

Abstract:

Records of fracture tests on steel fibre reinforced concrete notched specimens in a three-point bending configuration are evaluated in detail and selected results are discussed in the paper. The values of fracture parameters are determined using work of fracture method and double-K fracture model. Primarily, the role of plain concrete as a matrix in steel fibre reinforced concrete specimens is studied with regard to the recorded fracture response.

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Periodical:

Applied Mechanics and Materials (Volume 827)

Pages:

287-291

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.827.287

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Cite this paper

Online since:

February 2016

Authors:

Ivana Havlíková, Petr Frantík, Pavel Schmid, Hana Šimonová*, Václav Veselý, Alaa Abdulrahman, Zbyněk Keršner

Keywords:

Concrete, Crack Propagation, Double-K Fracture Model, Steel Fibres, Three-Point Bending Test, Work-of-Fracture Method

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References

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