In Situ Experimental Analysis and Performance Evaluation of Airport Precast Concrete Pavement System Subjected to Environmental and Moving Airplane Loads.

IF 3.1 3区 材料科学 Q3 CHEMISTRY, PHYSICAL Materials Pub Date : 2024-10-31 DOI:10.3390/ma17215316
Yoo Bong Kim, Seong-Min Kim
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Abstract

The behavior of airport precast concrete pavement (APCP) involving new design and construction concepts was experimentally analyzed under environmental and moving airplane loads, and the long-term performance of the APCP was evaluated using fatigue failure analysis. The strain characteristics and curling behavior of the APCP under environmental loads were comprehensively analyzed. The APCP slabs exhibited a pronounced curling phenomenon similar to conventional concrete pavement slabs. The dynamic response of the APCP subjected to impact loads was analyzed by performing heavy weight deflectometer tests. The test results confirmed that the vertical deformation of the APCP was small and within the typical range of vertical deformation of conventional concrete pavement. The dynamic strain response of the APCP under moving airplane loads was then analyzed and the strain variation during day and night times was compared. The strains during the day were found to be significantly larger than those at night under airplane loads because of the curling phenomenon of the APCP slabs. Finally, the long-term performance of the APCP was evaluated using fatigue failure analysis based on the obtained behavior. Even using the most conservative fatigue failure prediction model, the service life of the APCP was ascertained to be more than 30 years. Based on the overall results of this study, it is concluded that the APCP, which is designed to reduce slab thickness by placing reinforcing bars in the slabs via reinforced concrete structural design, exhibits typical behavior of concrete pavements and can be successfully applied to airport pavement rehabilitation.

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承受环境荷载和飞机移动荷载的机场预制混凝土路面系统的现场实验分析和性能评估。
通过实验分析了涉及新设计和施工理念的机场预制混凝土路面(APCP)在环境荷载和飞机移动荷载下的行为,并通过疲劳失效分析评估了 APCP 的长期性能。全面分析了 APCP 在环境荷载下的应变特性和卷曲行为。APCP 板表现出与传统混凝土路面板类似的明显卷曲现象。通过进行重锤偏转测试,分析了 APCP 在冲击荷载下的动态响应。试验结果证实,APCP 的垂直变形很小,在传统混凝土路面垂直变形的典型范围内。然后分析了 APCP 在飞机移动载荷下的动态应变响应,并比较了白天和夜间的应变变化。结果发现,在飞机荷载作用下,白天的应变明显大于夜间的应变,这是因为 APCP 板存在卷曲现象。最后,根据所获得的行为,使用疲劳失效分析评估了 APCP 的长期性能。即使使用最保守的疲劳失效预测模型,也确定 APCP 的使用寿命超过 30 年。根据本研究的总体结果,可以得出结论:APCP 通过钢筋混凝土结构设计在板中放置钢筋来减少板厚度,表现出混凝土路面的典型行为,可成功应用于机场路面修复。
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来源期刊
Materials
Materials MATERIALS SCIENCE, MULTIDISCIPLINARY-
CiteScore
5.80
自引率
14.70%
发文量
7753
审稿时长
1.2 months
期刊介绍: Materials (ISSN 1996-1944) is an open access journal of related scientific research and technology development. It publishes reviews, regular research papers (articles) and short communications. Our aim is to encourage scientists to publish their experimental and theoretical results in as much detail as possible. Therefore, there is no restriction on the length of the papers. The full experimental details must be provided so that the results can be reproduced. Materials provides a forum for publishing papers which advance the in-depth understanding of the relationship between the structure, the properties or the functions of all kinds of materials. Chemical syntheses, chemical structures and mechanical, chemical, electronic, magnetic and optical properties and various applications will be considered.
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