Investigating geometrical size effect on the flexural strength of the ultra high performance fibre reinforced concrete using the cohesive crack model-Reference-Cited by-同舟云学术

Investigating geometrical size effect on the flexural strength of the ultra high performance fibre reinforced concrete using the cohesive crack model

Published:2016-02 Issue: Volume:105 Page:123-131
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Awinda Kenneth,Chen Jiye,Barnett Stephanie J.

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference27 articles.

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2. Ultra-High Performance Fibre-Reinforced Concretes: Interim Recommendations;AFGC,2002

3. S.J. Barnett, S.G. Millard, M.N. Soutsos, G.K. Schleyer, A. Tyas, Flexural Performance of UHPFRC PROTECT2007: Structures under Extreme Loading, Whistler, BC, Canada, 2007, p. 99.

4. Determination of fracture energy, process zone length and brittleness number from size effect, with application to rock and concrete;Bažant;Int. J. Fract.,1990

5. Crack band theory for fracture of concrete;Bažant;Mater. Struct.,1983

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