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Experimental Study on the Flexural Fatigue Damage Evolution of Layered Fiber Reinforced Concrete

机译:层状纤维混凝土挠曲疲劳损伤演化的试验研究

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In order to study the damage evolution law for layered fiber reinforced concrete subjected to flexural fatigue, the flexural fatigue tests were carried out on both layered steel fiber reinforced concrete(LSFRC) and layered hybrid fiber reinforced concrete(LHFRC) beams of which the type of steel fiber was uniform on the same concrete mix. At the same time the flexural fatigue tests with original concrete(OC) were carried out. Based on the experiments, both flexural fatigue life and damage characteristic of LSFRC LHFRC and OC were compared and analyzed. The results indicated that the fatigue life of LHFRC was a little larger than that of LSFRC under the stress level, which was more than an order of magnitude of OC. And the fatigue distortion of LSFRC, LHFRC and OC were similar. They all followed three-phase law. However, the proportion of every phase was different, which proved that layered steel fibers and polypropylene fibers could effectively restrain the degradation of concrete.
机译:为了研究层状纤维混凝土受弯曲疲劳的破坏演化规律,对层状钢纤维混凝土(LSFRC)和层状混杂纤维混凝土(LHFRC)梁进行了弯曲疲劳试验。钢纤维在相同的混凝土混合物上是均匀的。同时进行了原始混凝土(OC)的弯曲疲劳试验。在实验的基础上,对LSFRC LHFRC和OC的弯曲疲劳寿命和损伤特性进行了比较和分析。结果表明,在应力水平下,LFHRC的疲劳寿命比LSFRC的疲劳寿命略长,大于OC的一个数量级。 LSFRC,LFFRC和OC的疲劳变形相似。他们都遵循三相定律。但是,各相的比例不同,这证明层状钢纤维和聚丙烯纤维可以有效地抑制混凝土的降解。

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