Fly ash-based geopolymer concrete: study of slender reinforced columns
作者： D. M. J. Sumajouw , D. Hardjito , S. E. Wallah , B. V. Rangan
DOI: 10.1007/S10853-006-0523-8
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摘要: The objectives of this paper are to present the results experimental study and analysis on behaviour strength reinforced geopolymer concrete slender columns. work involved testing twelve columns under axial load uniaxial bending in single curvature mode. compressive for first group six was about 40 MPa, whereas with a 60 MPa used other variables test program were longitudinal reinforcement ratio eccentricity. gathered included carrying capacity, load-deflection characteristics, failure modes analytical calculation ultimate using methods currently available literature. A simplified stability is calculate In addition, design provisions contained Australian Standard AS3600 American Concrete Institute Building Code ACI318-02 This demonstrates that current standards codes can be fly ash-based
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