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Development and Evaluation of Self-Consolidated High Strength Lightweight Steel Fiber Concrete in UAE

 Development and Evaluation of Self-Consolidated High Strength Lightweight Steel Fiber Concrete in UAE
Auteur(s): , , ,
Présenté pendant IABSE Conference: Assessment, Upgrading and Refurbishment of Infrastructures, Rotterdam, The Netherlands, 6-8 May 2013, publié dans , pp. 356-357
DOI: 10.2749/222137813806501597
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In this paper, development of self-consolidated high strength lightweight steel fiber concrete (SCHSLWSFC) with local materials in the United Arab Emirates is discussed. The experimental investigat...
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Auteur(s):



Médium: papier de conférence
Langue(s): anglais
Conférence: IABSE Conference: Assessment, Upgrading and Refurbishment of Infrastructures, Rotterdam, The Netherlands, 6-8 May 2013
Publié dans:
Page(s): 356-357 Nombre total de pages (du PDF): 7
Page(s): 356-357
Nombre total de pages (du PDF): 7
Année: 2013
DOI: 10.2749/222137813806501597
Abstrait:

In this paper, development of self-consolidated high strength lightweight steel fiber concrete (SCHSLWSFC) with local materials in the United Arab Emirates is discussed. The experimental investigation consisted of two phases. Phase I dealt with the development to achieve workability, density, and strength targets with different steel fiber percentages. Evaluation of the mechanical properties was conducted in Phase II. Results from both phases showed that volumetric steel fiber percentages up to 0.65% could be used to achieve a SCHSLWSFC mix which has a 28-day compressive strength of 53 MPa (7600 psi) and density of 1950 kg/m³ (121 lb/ft³). Results of the experimental investigation will be presented and discussed.

Mots-clé:
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