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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
Author(s): , , ,
Presented at IABSE Conference: Assessment, Upgrading and Refurbishment of Infrastructures, Rotterdam, The Netherlands, 6-8 May 2013, published in , 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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Bibliographic Details

Author(s):



Medium: conference paper
Language(s): English
Conference: IABSE Conference: Assessment, Upgrading and Refurbishment of Infrastructures, Rotterdam, The Netherlands, 6-8 May 2013
Published in:
Page(s): 356-357 Total no. of pages: 7
Page(s): 356-357
Total no. of pages: 7
Year: 2013
DOI: 10.2749/222137813806501597
Abstract:

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.

Keywords:
concrete steel fibers lightweight self-consolidated construction materials