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Hybrid effect of macro and micro steel fibers on the pullout and tensile behaviors of ultra-high-performance concrete

机译:宏观和微观钢纤维的混合效应对超高性能混凝土的抗拉和抗拉性能

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This study aims to investigate the effect of hybrid use of macro and micro steel fibers on the pullout and tensile behaviors of ultra-high-performance concrete (UHPC). To this end, three different macro steel fibers (i.e., straight, hooked, and twisted fibers) and a single micro straight steel fiber were used, whereby a portion of the macro fibers was replaced with the micro fibers at the constant total volume fraction of 2%. In order to fabricate ultra-high-performance hybrid fiber-reinforced concrete (UHP-HFRC), five different replacement ratios of the macro fibers with the micro fiber were employed, including 0, 0.5, 1.0, 1.5, and 2.0%. The pullout behaviors of multiple aligned fibers embedded in UHPC were also compared with the tensile behaviors of UHP-HFRC to analyze their correlations. The test results indicated that the average bond strength and normalized pullout energy of the macro straight fibers in UHPC were improved after their replacement with micro fibers, whereas those of the hooked and twisted macro fibers were reduced according to the replacement ratio. Lower fiber efficiency ratios were obtained after the replacement of the macro fibers with the micro fibers in the hooked and twisted fiber cases, while similar ratios of approximately 0.3-0.4 were obtained in the cases of the macro straight fibers. In comparison, the post cracking tensile strength and energy absorption capacity of UHPC reinforced with macro straight fibers decreased, whereas those of UHPCs with hooked and twisted fibers increased when they were replaced by the micro fibers. The negative correlation between fiber pullout and tensile behaviors of all UHP-HFRCs occurred because the actual fiber orientation and bonding area in the composites could not be considered in the fiber pullout tests. Thus, it is concluded that the effects of the use of hybrid steel fibers on the tensile performance of the UHPC composites could not be predicted based on the pullout test results of the aligned fibers.
机译:这项研究的目的是研究宏观和微观钢纤维的混合使用对超高性能混凝土(UHPC)的拉拔和拉伸性能的影响。为此,使用了三种不同的宏观钢纤维(即,直的,钩形的和扭曲的纤维)和一根微细的直钢纤维,从而以恒定的总体积百分数用微纤维代替了一部分大纤维。 2%。为了制造超高性能混合纤维增强混凝土(UHP-HFRC),采用了五种不同的大纤维与微纤维的替代比例,包括0%,0.5%,1.0%,1.5%和2.0%。还比较了嵌入UHPC的多根排列纤维的拉拔行为与UHP-HFRC的拉伸行为,以分析它们的相关性。测试结果表明,用超细纤维代替UHPC中的大直纤维后,平均粘合强度和归一化拔出能量均得到了提高,而钩绞和扭曲的大纤维的平均粘结强度和归一化拉力则根据置换率而降低。在钩状和加捻的纤维情况下,用微纤维代替大纤维后,纤维效率较低,而在大直纤维的情况下,纤维效率比率约为0.3-0.4。相比之下,用超细直纤维增强的UHPC的开裂后抗张强度和能量吸收能力降低,而用超细纤维代替的具有钩绞和扭曲纤维的UHPC的开裂后抗张强度和能量吸收能力降低。由于所有的UHP-HFRC的拉拔性能与拉伸性能之间均呈负相关,因为在拉拔试验中无法考虑复合材料中的实际纤维取向和粘结面积。因此,得出的结论是,基于取向纤维的拉拔测试结果无法预测使用混合钢纤维对UHPC复合材料拉伸性能的影响。

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