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基于布拉格光栅光学传感器嵌入胶凝材料混合物的智能混凝土:养护监测与梁试验

Smart Concrete Using Optical Sensors Based on Bragg Gratings Embedded in a Cementitious Mixture: Cure Monitoring and Beam Test.

作者信息

Souza Edson, Pinheiro Pâmela, Coutinho Felipe, Dias João, Pilar Ronaldo, Pontes Maria José, Leal-Junior Arnaldo

机构信息

Graduate Program in Electrical Engineering, Federal University of Espírito Santo, Vitória 29075-910, ES, Brazil.

Bachelor Program in Civil Engineering, Federal University of Espírito Santo, Vitória 29075-910, ES, Brazil.

出版信息

Sensors (Basel). 2024 Dec 14;24(24):7998. doi: 10.3390/s24247998.

Abstract

Smart concrete is a structural element that can combine both sensing and structural capabilities. In addition, smart concrete can monitor the curing of concrete, positively impacting design and construction approaches. In concrete, if the curing process is not well developed, the structural element may develop cracks in this early stage due to shrinkage, decreasing structural mechanical strength. In this paper, a system of measurement using fiber Bragg grating (FBG) sensors for monitoring the curing of concrete was developed to evaluate autogenous shrinkage strain, temperature, and relative humidity (RH) in a single system. Furthermore, K-type thermocouples were used as reference temperature sensors. The results presented maximum autogenous shrinkage strains of 213.64 με, 125.44 με, and 173.33 με for FBG4, FBG5, and FBG6, respectively. Regarding humidity, the measured maximum relative humidity was 98.20 %RH, which was reached before 10 h. In this case, the recorded maximum temperature was 63.65 °C and 61.85 °C by FBG2 and the thermocouple, respectively. Subsequently, the concrete specimen with the FBG strain sensor embedded underwent a bend test simulating beam behavior. The measurement system can transform a simple structure like a beam into a smart concrete structure, in which the FBG sensors' signal was maintained by the entire applied load cycles and compared with FBG strain sensors superficially positioned. In this test, the maximum strain measurements were 85.65 με, 123.71 με, and 56.38 με on FBG7, FBG8, and FBG3, respectively, with FBG3 also monitoring autogenous shrinkage strain. Therefore, the results confirm that the proposed system of measurement can monitor the cited parameters throughout the entire process of curing concrete.

摘要

智能混凝土是一种能够兼具传感和结构功能的结构元件。此外,智能混凝土可以监测混凝土的养护过程,对设计和施工方法产生积极影响。在混凝土中,如果养护过程不完善,结构元件可能会在早期阶段因收缩而出现裂缝,从而降低结构的机械强度。本文开发了一种使用光纤布拉格光栅(FBG)传感器监测混凝土养护的测量系统,以在单个系统中评估自生收缩应变、温度和相对湿度(RH)。此外,K型热电偶用作参考温度传感器。结果表明,FBG4、FBG5和FBG6的最大自生收缩应变分别为213.64 με、125.44 με和173.33 με。关于湿度,测得的最大相对湿度为98.20 %RH,在10小时之前达到。在这种情况下,FBG2和热电偶记录的最高温度分别为63.65 °C和61.85 °C。随后,嵌入FBG应变传感器的混凝土试件进行了模拟梁行为的弯曲试验。该测量系统可以将梁这样的简单结构转变为智能混凝土结构,其中FBG传感器的信号在整个施加的载荷循环中保持,并与表面放置的FBG应变传感器进行比较。在该试验中,FBG7、FBG8和FBG3上的最大应变测量值分别为85.65 με、123.71 με和56.38 με,FBG3还监测自生收缩应变。因此,结果证实所提出的测量系统可以在混凝土养护的整个过程中监测上述参数。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/930c/11678944/af0293dcf7a4/sensors-24-07998-g001.jpg

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