基于bofda分布式光纤传感系统的海上PHC管桩性能监测

IF 2.5 3区 工程技术 Q2 ENGINEERING, CIVIL
Xing Zheng, B. Shi, Hong-hu Zhu, Chengcheng Zhang, Xing Wang, Mengya Sun
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引用次数: 11

摘要

布里渊光频域分析(BOFDA)是一种分布式光纤传感(DFOS)技术,在桩的性能监测中具有独特的优势。然而,海上PHC管桩生产过程复杂,使用环境恶劣,使得该方法难以应用于桩荷载测试。本研究首次成功将传感电缆直接预装到海上PHC管桩中,并利用BOFDA技术对轴向荷载作用下的管桩进行现场监测。利用BOFDA传感系统获得了高分辨率的沿桩应变和内力分布。结合退化硬化双曲模型(DHHM)进行了有限元分析,以评估和预测桩的性能,从而更好地了解近海桩-土相互作用机制。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Performance monitoring of offshore PHC pipe pile using BOFDA-based distributed fiber optic sensing system
Brillouin Optical Frequency Domain Analysis (BOFDA) is a distributed fiber optic sensing (DFOS) technique that has unique advantages for performance monitoring of piles. However, the complicated production process and harsh operating environment of offshore PHC pipe piles make it difficult to apply this method to pile load testing. In this study, sensing cables were successfully pre-installed into an offshore PHC pipe pile directly for the first time and the BOFDA technique was used for in-situ monitoring of the pile under axial load. High-resolution strain and internal force distributions along the pile were obtained by the BOFDA sensing system. A finite element analysis incorporating the Degradation and Hardening Hyperbolic Model (DHHM) was carried out to evaluate and predict the performance of the pile, which provides an improved insight into the offshore pile-soil interaction mechanism.
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来源期刊
Geomechanics and Engineering
Geomechanics and Engineering ENGINEERING, CIVIL-ENGINEERING, GEOLOGICAL
CiteScore
5.20
自引率
25.00%
发文量
0
审稿时长
>12 weeks
期刊介绍: The Geomechanics and Engineering aims at opening an easy access to the valuable source of information and providing an excellent publication channel for the global community of researchers in the geomechanics and its applications. Typical subjects covered by the journal include: - Analytical, computational, and experimental multiscale and interaction mechanics- Computational and Theoretical Geomechnics- Foundations- Tunneling- Earth Structures- Site Characterization- Soil-Structure Interactions
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