Journal
INTERNATIONAL JOURNAL OF CONCRETE STRUCTURES AND MATERIALS
Volume 10, Issue 3, Pages S97-S108Publisher
KOREA CONCRETE INST
DOI: 10.1007/s40069-016-0162-7
Keywords
energy efficient concrete; compressive strength; splitting tensile strength; modulus of elasticity; Poisson's ratio; fly ash; blast furnace slag; silica fume
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Funding
- Nuclear Research & Development of the Korea Institute of Energy Technology Evaluation and Planning grant - Korea government Ministry of Knowledge Economy [2011T00200161]
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When the energy performance of concrete is substantially higher than that of normal type concrete, such concrete is regarded as energy efficient concrete (WBSCSD 2009). An experimental study was conducted to investigate mechanical properties of energy efficient concrete with binary, ternary and quaternary admixture at different curing ages. Slump test for workability and air content test were performed on fresh concretes. Compressive strength, splitting tensile strength were made on hardened concrete specimens. The mechanical properties of concrete were compared with predicted values by ACI 363R-84 Code, NZS 3101-95 Code, CSA A23.3-94 Code, CEB-FIP Model, EN 1991, EC 2-02, AIJ Code, JSCE Code, and KCI Code. The use of silica fume increased the compressive strengths, splitting tensile strengths, modulus of elasticities and Poisson's ratios. On the other hand, the compressive strength and splitting tensile strength decreased with increasing fly ash.
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