Steel fibres effects on the flexural cracking behaviour of reinforced high strength concrete beams with particular reference to the major design codes crack width models-Reference-Cited by-同舟云学术

Steel fibres effects on the flexural cracking behaviour of reinforced high strength concrete beams with particular reference to the major design codes crack width models

Published:2018-06-18 Issue:11 Volume:24 Page:1709-1728
ISSN:1964-8189
Container-title:European Journal of Environmental and Civil Engineering
language:en
Short-container-title:European Journal of Environmental and Civil Engineering

Author:

Tahenni Touhami¹,Chemrouk Mohamed²,Lecompte Thibaut³

Affiliation:

1. Department of Technology, University Djilali Bounaama, Khemis Miliana, Algeria

2. Faculty of Civil Engineering, University of Sciences and Technology Houari Boumediene, Algiers, Algeria

3. FRE CNRS 3744, University of Bretagne Sud, Lorient, France

Publisher

Informa UK Limited

Subject

Civil and Structural Engineering,Environmental Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/19648189.2018.1482790

Reference24 articles.

1. Influence de la rhéologie des bétons renforcés de fibres métalliques sur leurs propriétés mécaniques

2. Boulekbache, B. (2010). Etude des bétons de fibres métalliques avec référence aux propriétés rhéologiques et de ductilité sous sollicitations de: compression, fendage, cisaillement direct et flexion [Study of fibres reinforced concretes with reference to the rheological properties and the ductility under sollicitations of compression, splitting, direct shear and flexure]. ( Doctoral Thesis). University of Science and Technology Houari Boumediene, Algeria, p. 153.

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