Abid Sallal R, Murali Gunasekaran, Ahmad Jawad, Al-Ghasham Thaar S, Vatin Nikolai Ivanovich
Department of Civil Engineering, Wasit University, Kut 52003, Iraq.
Peter the Great St. Petersburg Polytechnic University, 195251 Saint Petersburg, Russia.
Materials (Basel). 2022 Jun 1;15(11):3948. doi: 10.3390/ma15113948.
The ACI 544-2R introduced a qualitative test to compare the impact resistance of fibrous concretes under repeated falling-mass impact loads, which is considered to be a low-cost, quick solution for material-scale impact tests owing to the simplified apparatus, test setup and procedure, where none of the usual sophisticated sensors and data acquisition systems are required. However, previous studies showed that the test results are highly scattered with noticeably unacceptable variations, which encouraged researchers to try to use statistical tools to analyze the scattering of results and suggest modifications to reduce this unfavorable disadvantage. The current article introduces a state-of-the-art literature review on the previous and recent research on repeated impact testing of different types of fibrous concrete using the ACI 544-2R test, while focusing on the scattering of results and highlighting the adopted statistical distributions to analyze this scattering. The influence of different mixture parameters on the variation of the cracking and failure impact results is also investigated based on data from the literature. Finally, the article highlights and discusses the literature suggestions to modify the test specimen, apparatus and procedure to reduce the scattering of results in the ACI 544-2R repeated impact test. The conducted analyses showed that material parameters such as binder, aggregate and water contents in addition to the maximum size of aggregate have no effect on the variation of test results, while increasing the fiber content was found to have some positive influence on decreasing this variation. The survey conducted in this study also showed that the test can be modified to lower the unfavorable variations of impact and failure results.
ACI 544-2R引入了一种定性试验,用于比较纤维混凝土在反复落锤冲击载荷下的抗冲击性。由于试验设备、试验装置和试验程序较为简化,无需使用任何常规的精密传感器和数据采集系统,因此该试验被认为是一种低成本、快速的材料尺度冲击试验解决方案。然而,以往的研究表明,试验结果的离散度很高,存在明显不可接受的差异,这促使研究人员尝试使用统计工具来分析结果的离散度,并提出改进措施以减少这一不利因素。本文介绍了关于使用ACI 544-2R试验对不同类型纤维混凝土进行反复冲击试验的以往和最新研究的最新文献综述,重点关注结果的离散度,并突出了用于分析这种离散度的统计分布。还基于文献数据研究了不同混合料参数对开裂和破坏冲击结果变化的影响。最后,本文强调并讨论了文献中提出的修改试件、试验设备和试验程序以减少ACI 544-2R反复冲击试验中结果离散度的建议。所进行的分析表明,诸如胶凝材料、骨料和水含量以及骨料最大粒径等材料参数对试验结果的变化没有影响,而增加纤维含量对减少这种变化有一定的积极影响。本研究进行的调查还表明,可以对试验进行修改,以降低冲击和破坏结果的不利变化。