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Experimental study on the triaxial compressive properties of ultra-high volume steel fiber reinforced cementitious composite
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DOI：10.1016/j.conbuildmat.2026.147748.png)
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Abstract
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• The triaxial compressive behaviors of SFRCC under coupled influence of high steel fiber content (0–10%) and high confining pressure (0–50 MPa) were clarified. • Prediction models for the triaxial performance indices of SFRCC were established. • The mechanisms governing triaxial compressive behavior of SFRCC were revealed. • Failure criteria applicable to SFRCC with high steel fiber content were proposed.
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4.4W
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27.9W
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