EFFECT OF DIFFERENT FIBERS ON FROST RESISTANCE OF CONCRETE UNDER MULTIPLE FACTORS
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摘要: 为探究钢纤维与聚丙烯纤维在冻融及荷载作用下混凝土的抗冻耐久性,以冻融介质、纤维种类及掺量和荷载为变量,通过快速冻融法对纤维混凝土的相对弹性模量、质量损失、抗压强度、抗折强度和弯曲韧性进行测定。结果表明:损伤程度由大到小排序为:荷载+氯盐+冻融耦合作用、氯盐+冻融耦合作用、单一冻融循环作用;掺加纤维能减轻混凝土的损伤,聚丙烯纤维较钢纤维更能减缓混凝土在不同因素冻融循环后的质量损失和相对弹性模量的下降,钢纤维能有效改善不同因素作用下混凝土强度的损失;钢纤维掺量为40 kg/m3时,可显著改善水冻融循环作用后混凝土的抗压和抗折强度损失,并能显著提高混凝土在荷载+氯盐+冻融多重因素耦合作用下的弯曲韧性;钢纤维在强度方面起到的改善作用优于聚丙烯纤维。Abstract: In order to study the effect of steel fibers and polypropylene fibers on frost resistance of concrete under different environmental conditions, freeze-thaw media, fiber types, fiber contents and acted loads were chosen as variables. Based on the rapid freezing and thawing, the relative elastic modulus, mass loss, compressive strength, flexural strength and bending toughness of fiber reinforced concrete were determined. The results showed that the damage degree of concrete under different factors was ranked from large to small as:loads + chloride + freeze-thaw effect, chloride + freeze-thaw effect, and single freeze-thaw cycle effect, and mixing fibers could reduce freeze-thaw damage effectively. In the case of water freezing and salt freezing, the inclusion of polypropylene fiber could reduce the mass loss and the relative elastic modulus of concrete significantly. Adding 40 kg/m3 steel fibers into concrete matrices could improve the compressive strength and flexural strength after freeze and thaw cycles and improve the flexural toughness of concrete under combined action of loads, chloride salt and freeze-thaw cycles greatly, steel fibers could play a more important role in improving the mechanical properties than polypropylene fibers.
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Key words:
- steel fiber /
- polypropylene fiber /
- freeze-thaw cycle /
- salt solution /
- bending load /
- durability
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