Design of a Structural Health Monitoring (SHM) System for the Third Bridge Over the Panama Canal at the Atlantic Side

IF 5.7 2区 工程技术 Q1 ENGINEERING, MULTIDISCIPLINARY
G. Arlin, Cespedes Melendez
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Abstract

A signature bridge is an important part of a nation’s infrastructure because of the function it serves, but also because its attests to a country’s economic strength and technological advancement. Panama is building a major cable-stayed bridge with a design life of in excess of one hundred years so it would be beneficial to monitor it so that any departure from assumptions made during design are detected early. During its service life, circumstances and conditions may change, resulting in different types and magnitudes of live load, material variations, natural disasters, and human factors. To ensure safety, functionality and durability of the bridge, it is important to have a comprehensive understanding of the reliability of its structural components. Therefore, a Structural Health Monitoring (SHM) system is needed. This report outlines a proposed SHM plan for what will be the world’s largest cable-stayed bridge with a concrete superstructure – The Third Bridge over the Panama Canal at the Atlantic Side. The proposed bridge, which has a 530 m main span, is located in Colon, Panama, one of the most corrosive environments in the world. The report outlines the overall objectives of a SHM plan, the design principles, and recommended types and locations of sensors. The proposed SHM system includes the following: sensor arrays, a data acquisition and transmission system, data processing and control, a health diagnosis methodology, early warning alarms, and a security assessment process. An important focus of the system will relate specifically to durability and the monitoring of corrosion in reinforced concrete. Data collected will support and help optimize decision-making on future maintenance and repair. Tension force monitoring in cable-anchorage system will be proposed as well, to detect changes that might occur due to corrosion or fatigue.
巴拿马运河大西洋侧第三桥结构健康监测系统设计
标志性桥梁是一个国家基础设施的重要组成部分,不仅因为它的功能,而且因为它证明了一个国家的经济实力和技术进步。巴拿马正在建造一座设计寿命超过100年的大型斜拉桥,因此对其进行监测是有益的,这样可以及早发现任何与设计期间所做假设的偏差。在其使用寿命期间,环境和条件可能发生变化,导致活载的类型和大小不同、材料变化、自然灾害和人为因素等。为了确保桥梁的安全性、功能性和耐久性,对其结构部件的可靠性有一个全面的了解是很重要的。因此,需要一个结构健康监测(SHM)系统。本报告概述了一项拟议的SHM计划,该计划将是世界上最大的混凝土上部结构斜拉桥——巴拿马运河大西洋一侧的第三桥。拟建的大桥主跨530米,位于巴拿马科隆,是世界上最具腐蚀性的环境之一。该报告概述了SHM计划的总体目标、设计原则以及推荐的传感器类型和位置。拟议的SHM系统包括以下内容:传感器阵列、数据采集和传输系统、数据处理和控制、健康诊断方法、早期预警警报和安全评估过程。该系统的一个重要重点将具体涉及钢筋混凝土的耐久性和腐蚀监测。收集的数据将支持和帮助优化未来维护和维修的决策。还将提出对锚索系统的张力监测,以检测由于腐蚀或疲劳可能发生的变化。
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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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