使用无线结构健康监测数据的公路挡土墙系统风险资产管理框架

IF 2.1 4区 工程技术 Q2 CONSTRUCTION & BUILDING TECHNOLOGY
Kidus A Admassu, Jerome Lynch, Adda Athanasopoulos-Zekkos, Dimitrios Zekkos, Brahim Benhamida
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引用次数: 0

摘要

挡土墙是高速公路建设中使用的重要结构系统。由于挡土墙库存的资产管理方法落后于为公路桥梁开发的资产管理方法,因此有必要为这些重要的结构系统开发风险管理方法。一个主要的挑战是资产管理者必须管理大量的挡土墙库存,而目视检查又存在固有的局限性。本研究利用结构监测数据,在风险评估的基础上提出了挡土墙资产管理框架。首先,提出了一种长期无线监测解决方案,用于长期测量墙体倾斜和应变。其次,开发了一个分析框架,将墙体热响应与侧向土压力响应分开,后者用于提取估计的侧向土压力分布。侧向土压力的统计分布用于墙体的可靠性评估,以提供失效概率的度量,该度量可与失效后果相结合,以估算资产风险。为说明所建议的方法,选择了一个钢筋混凝土悬臂挡土墙面板进行长期结构健康监测。安装的无线结构健康监测系统可在 15 个月内连续测量墙体的倾斜、应变和温度响应。研究显示,墙体表现出强烈的昼夜和季节性变化,有助于深入了解墙体在运行条件下的行为。研究还探讨了墙基钢筋的假设腐蚀程度,以估算墙体的可靠性。即使假设钢筋断面损失率为 20%,也发现监测墙的可靠性指数远高于 3.0。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Risk-based asset management framework for highway retaining wall systems using wireless structural health monitoring data
Retaining walls are important structural systems used in the construction of highways. With asset management methods for retaining wall inventories lagging those developed for highway bridges, there is a need to develop risk management methods for these critical structural systems. A major challenge is the vast inventories of retaining walls that asset managers must manage and the inherent limitations of visual inspections. This study proposes an asset management framework for retaining walls based on risk assessments using structural monitoring data. First, a long-term wireless monitoring solution is proposed to measure wall tilt and strain over long periods of time. Second, an analytical framework is developed to separate wall thermal responses from lateral earth pressures responses with the latter used to extract estimated lateral earth pressure distributions. A statistical distribution of lateral earth pressures are used in a reliability assessment of the wall to provide a measure of failure probability that can be combined with failure consequences to estimate asset risk. To illustrate the proposed methodology, a reinforced concrete cantilever retaining wall panel is selected for long-term structural health monitoring. A wireless structural health monitoring system is installed to measure the tilt, strain, and temperature response of the wall continuously over 15 months. The study reveals the wall exhibits strong diurnal and seasonal variations offering insight into wall behavior under operational conditions. Hypothesized levels of corrosion in the steel reinforcement at the base of the wall are explored to estimate the wall reliability. Even under the assumption of 20% reinforcement section loss, the monitored wall was found to have a reliability index well above 3.0.
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来源期刊
Advances in Structural Engineering
Advances in Structural Engineering 工程技术-工程:土木
CiteScore
5.00
自引率
11.50%
发文量
230
审稿时长
2.3 months
期刊介绍: Advances in Structural Engineering was established in 1997 and has become one of the major peer-reviewed journals in the field of structural engineering. To better fulfil the mission of the journal, we have recently decided to launch two new features for the journal: (a) invited review papers providing an in-depth exposition of a topic of significant current interest; (b) short papers reporting truly new technologies in structural engineering.
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