4.2 Article

Mechanical and fracture properties of steel fiber-reinforced geopolymer concrete

期刊

出版社

WALTER DE GRUYTER GMBH
DOI: 10.1515/secm-2021-0030

关键词

geopolymer concrete; fly ash; metakaolin; steel fiber; mechanical properties; fracture properties

资金

  1. National Natural Science Foundation of China [51979251, U2040224]
  2. Natural Science Foundation of Henan [212300410018]
  3. Program for Innovative Research Team (in Science and Technology) in University of Henan Province of China [20IRTSTHN009]

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Steel fibers have a significant impact on the mechanical properties of geopolymer concrete, enhancing its compressive, flexural, and tensile strength as well as fracture toughness. The optimal dosage of steel fibers improves the performance of the concrete, with higher fiber content leading to increased strengths and toughness, up to a certain limit.
In this study, the effects of steel fibers on the mechanical properties of the geopolymer concrete - compressive, splitting tensile, and flexural strength; compressive elastic modulus; and fracture properties - were evaluated. Milling steel fibers were incorporated into the geopolymer concrete, and the volume fraction of the steel fibers was varied from 0 to 2.5%. Fly ash and metakaolin were chosen as the geopolymer precursors. Fracture parameters - critical effective crack length, initial fracture toughness, and unstable fracture toughness - were measured by a three-point bending test. The results indicated that all the mechanical properties of the geopolymer concrete are remarkably improved by the steel fibers with the optimum dosage. When the steel fiber content was under 2%, the cubic and axial compressive strength and the compressive elastic modulus increased. The inclusion of 2% steel fibers enhanced the cubic and axial compressive strength and the compressive elastic modulus by 27.6, 23.7, and 47.7%, respectively. When the steel fiber content exceeded 2%, the cubic and axial compressive strength and the compressive elastic modulus decreased, having values still higher than those of the geopolymer concrete without steel fibers. The splitting tensile strength and flexural strength of the concrete were enhanced with increasing steel fiber content. When the steel fiber content was 2.5%, the increment of the splitting tensile strength was 39.8%, whereas that of the flexural strength was 134.6%. The addition of steel fibers effectively improved the fracture toughness of the geopolymer concrete. With 2.5% steel fibers, the initial fracture toughness had an increase of 27.8%, and the unstable fracture toughness increased by 12.74 times compared to that of the geopolymer concrete without the steel fibers.

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