分布式温度传感桩缺陷评估:基本问题的研究

IF 5.7 2区 工程技术 Q1 ENGINEERING, MULTIDISCIPLINARY
Qianchen Sun, Mohammed Zeb Elshafie, Xiaomin Xu, Jennifer Schooling
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引用次数: 0

摘要

在过去的十年里,热完整性测试已成功地用于评估灌注桩的质量。它采用混凝土养护过程中测量的温度数据来识别沿桩长方向的缺陷。然而,这项技术在打桩行业的应用相当有限。主要担心的是该方法没有标准化,其可靠性也没有得到很好的理解。为了解决这些问题,有许多基本问题需要更详细地探讨,包括(a)进行评估的最佳时间,(b)缺陷热影响,(c)温度传感器的影响区域,(d)缺陷的最小可检测尺寸,以及(e)所需的相关最佳传感器位置。本文对这些问题进行了实验和数值研究。在实验室测试中,在混凝土模型桩上使用了光纤传感器,以在整个养护过程中提供完全分布的温度数据。测试结果表明,评估缺陷的最佳时间约为达到峰值温度时间的60%,使用目前可用的光纤传感器技术,最小可检测缺陷尺寸为横截面积的4%。此外,还介绍了不同缺陷尺寸的热影响。随后,论文中显示,识别横截面积为4%、5%和8%的缺陷所需的传感器电缆的最小数量分别为8根、6根和4根。还讨论了这些传感器电缆在桩横截面内的最佳布局。在指定用于完整性评估的桩仪器时,本文的研究结果使执业工程师能够对他们想要检测的缺陷的大小(以及由此带来的相关风险)以及所需的相应仪器布局做出明智的判断。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Pile defect assessment using distributed temperature sensing: fundamental questions examined
Thermal integrity testing has been successfully used to assess the quality of cast-in-place piles for the past decade. It employs temperature data measured during concrete curing to identify defects along the piles’ length. However, the uptake of this technology has been rather limited in the piling industry. The main concerns are that the method is not standardised and its reliability is not well understood. In order to address these, there are a number of fundamental questions that need to be explored in more detail, including (a) the optimum time to conduct the assessment, (b) the defect thermal impact, (c) the zone of influence on temperature sensors, (d) the minimum detectable size of a defect and (e) the associated optimum sensor location required. In this paper, experimental and numerical studies were conducted to examine these questions. Fibre optic sensors were employed on model concrete piles in laboratory tests to provide fully distributed temperature data throughout the curing process. The test results showed that the optimum time to assess the defects is approximately at 60% of the time to reach peak temperature and the minimal detectable defect size, using the currently available optical fibre sensor technology, is 4% of the cross-sectional area. In addition, the thermal influence of different defect sizes is presented. Following this, it is shown in the paper that the minimum numbers of sensor cables required to identify defects with cross-sectional areas of 4%, 5% and 8% are eight, six and four cables, respectively. The optimum layout of these sensor cables within a pile cross-section has also been discussed. When specifying pile instrumentation for integrity assessment, the findings of this paper enable practising engineers to make informed judgements in relation to the size of defects they would like to detect (and hence the associated risk this entails) together with the corresponding instrumentation layout required.
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来源期刊
CiteScore
12.80
自引率
12.10%
发文量
181
审稿时长
4.8 months
期刊介绍: Structural Health Monitoring is an international peer reviewed journal that publishes the highest quality original research that contain theoretical, analytical, and experimental investigations that advance the body of knowledge and its application in the discipline of structural health monitoring.
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