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Repeated Drop-Weight Impact Tests on RPC Containing Hybrid Fibers

机译:在含有杂交纤维的RPC上重复滴重建肌肉

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摘要

The impact resistance of micro-steel fiber-reinforced and hybrid fiber-reinforced reactive powder concrete is investigated in this study. Six groups of specimens were prepared with 2.5% volumetric contents of different combinations of fibers. For this purpose, micro-steel fibers with 6 and 15 mm length in addition to polypropylene fibers were used. Each group includes 12 identical specimens. The impact tests were conducted using the repeated drop-weight impact test of ACI 544-2R. However, higher drop-height (700 mm) and drop-weight (10 kg) were adopted to accelerate the failure and reduce the effort required to crack the specimens. The test results showed that the use of only 15 mm micro-steel fiber led to much higher impact resistance than other micro-steel fiber combinations. The recorded number of blows for the group with SF15 was 247, while those of SF6 and combined SF6 and SF15 were 127 and 112, respectively. The replacement of 0.5% of micro-steel fiber by 0.5% of PP fiber was found to reduce the impact resistance regardless of the type or combination of the used micro-steel fiber.
机译:本研究研究了微钢纤维增强和杂化纤维增强活性粉混凝土的抗冲击性。使用纤维组合的2.5%体积含量制备六组标本。为此目的,使用除聚丙烯纤维外的6和15mm长的微钢纤维。每组包括12个相同的标本。使用ACI 544-2R的重复的滴重建试验进行冲击试验。然而,采用较高的下降高度(700毫米)和滴重(10kg)来加速失效并减少破解样本所需的努力。测试结果表明,仅使用15毫米微钢光纤导致比其他微钢纤维组合更高的抗冲击性。具有SF15的组的记录数量的Blows数为247,而SF6和组合SF6和SF15分别为127和112。替换0.5%的微钢纤维0.5%的PP纤维,无论使用使用的微钢纤维的类型或组合如何,都可降低抗冲击性。

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