Physical and Mechanical Properties of Lightweight Expanded Clay Aggregate Concrete

Author:

Uysal Orkun1ORCID,Uslu İlbüke1,Aktaş Can B.2ORCID,Chang Byungik3ORCID,Yaman İsmail Özgür1ORCID

Affiliation:

1. Department of Civil Engineering, Middle East Technical University, Ankara 06800, Turkey

2. Department of Civil Engineering, TED University, Ankara 06420, Turkey

3. Department of Civil and Environmental Engineering, University of New Haven, West Haven, CT 06516, USA

Abstract

The porous nature of lightweight expanded clay aggregate (LECA) is decisive in the physical and mechanical properties of concrete. A comprehensive experimental study consisting of 13 different mixtures and 234 specimens was carried out on density, absorption capacity, porosity, compressive strength, splitting tensile strength, modulus of elasticity, and the effect of moisture state of LECA concrete. Dry compressive strengths of mixtures were found to be between 18–38 MPa, and 9% higher on average than moist compressive strength. Modulus of elasticity values decreased significantly when specimens were oven-dried, where the decrease was 26% on average. The study also includes an evaluation of modulus of elasticity prediction models. All prediction models consistently overestimated dry modulus of elasticity, which is problematic for structural applications of LECA concrete. A unique model for modulus of elasticity prediction was developed as part of the study and verified using independent data from literature for its accuracy.

Publisher

MDPI AG

Reference34 articles.

1. Lightweight expanded clay aggregate as a building material—An overview;Rashad;Constr. Build. Mater.,2018

2. ACI Committee (2003). Guide for Structural Aggregate (ACI 213R-2), American Concrete Institute.

3. Strength properties of lightweight concrete made with LECA grading;Wegian;Aust. J. Civ. Eng.,2012

4. Fire resistance of lightweight concrete made with expanded clay aggregate;Tosun;Constr. Build. Mater.,2012

5. The effects of using fly ash on high strength lightweight concrete produced with expanded clay aggregate;Sci. Res. Essay,2009

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