JIN Sheng-ji, LI Zhong-liang, ZHANG Jian, WANG Yan-ling. EXPERIMENTAL STUDY ON ANTI-FREEZING AND THAWING PERFORMANCE OF REINFORCED CONCRETE OF BASALT FIBER UNDER CORROSION CONDITION[J]. Engineering Mechanics, 2015, 32(5): 178-183. DOI: 10.6052/j.issn.1000-4750.2014.04.0265
Citation: JIN Sheng-ji, LI Zhong-liang, ZHANG Jian, WANG Yan-ling. EXPERIMENTAL STUDY ON ANTI-FREEZING AND THAWING PERFORMANCE OF REINFORCED CONCRETE OF BASALT FIBER UNDER CORROSION CONDITION[J]. Engineering Mechanics, 2015, 32(5): 178-183. DOI: 10.6052/j.issn.1000-4750.2014.04.0265

EXPERIMENTAL STUDY ON ANTI-FREEZING AND THAWING PERFORMANCE OF REINFORCED CONCRETE OF BASALT FIBER UNDER CORROSION CONDITION

  • Basalt fiber reinforced concrete (BFRC) is a kind of new composite building materials. In order to study its engineering durability, the freeze-thaw performance of this new composite building material under corrosion-resistance conditions can be studied by experimental method. Tests were respectively carried out for the concrete life reinforced by anti-freeze-thaw basalt fiber in a non-corrosive environment, at 5% NaCl solution, 5% MgSO4 solution and complex solution (5% MgCl2 +5% Na2SO4). The results showed that: in above four cases, when the composite material experienced freeze-thaw cycles, the speed of elastic modulus would become lower in turn. Conclusions: Basalt fiber can significantly enhance the ability of freeze-thaw damage of concrete corrosion under freeze-thaw conditions and extend the cyclic lifespan of freeze-thaw concrete under corrosion resistance conditions.
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