Bridge Dynamic Monitoring and Measurement

A special issue of Applied Sciences (ISSN 2076-3417). This special issue belongs to the section "Civil Engineering".

Deadline for manuscript submissions: closed (31 December 2021) | Viewed by 5479

Special Issue Editors


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Guest Editor
Department of Environmental Engineering, University of Calabria, Via P. Bucci Cubo 44A, 87036 Rende, Italy
Interests: structural health monitoring (SHM); self-monitoring materials and structures; computational mechanics; civil infrastructures
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E-Mail Website
Guest Editor
Department of Civil Engineering, University of Calabria, 87036 Rende, Italy
Interests: terrestrial laser scanner; virtual reality-augmented reality (VR/AR); frequency-based analysis; structures monitoring; landslides monitoring; GIS
Special Issues, Collections and Topics in MDPI journals

Special Issue Information

Dear Colleagues,

All over the world, bridges have a strategic importance in the life of communities. Unfortunately, as with many other infrastructures, bridges have too often almost reached the end of their structural life, have been poorly maintained, or are currently subjected to loads much higher than those for which they were designed and built.

As with all civil infrastructures, there can be many reasons why a bridge deteriorates. The age of the structure is a significant factor; the passage of time can cause the phenomenal decay of its mechanical and/or geometric characteristics due to fatigue, corrosion, relaxation, etc. Seismic events or fire can also damage bridges.

Until the last century, the concept of bridge maintenance was linked to episodic control through static methods and the destructive or non-destructive investigation of the materials and parts of the structure. Today, the availability of new sensors and new materials, new dynamic methods of computerized analysis, and new data transmission systems instead allows the constant monitoring of a civil infrastructure.

This gives rise to the concept of the structural health of bridges and, in particular, of their monitoring and measurements. To achieve this purpose, sensors capable of instantaneously communicating their measurements to data processing systems, computational techniques for the definition of the structural behavior, and data communication, even at a distance, in a fast and safe way have been developed. These sensors are often dynamic, optical, wired, or wireless, and they are also accompanied by new materials with self-monitoring characteristics.

The computational mechanics for the analysis of the behavior of the structure, the correct interpretation of the signals coming from the sensors, the geomatic methods for the definition of the geometry and of its variation (both static and dynamic) during the phases of use of bridges, the Internet of things (IoT) for the management of data storage and transmission (especially in areas where there is no electricity), and, finally, new materials (in particular self-monitoring materials) all have important roles to play in the monitoring of bridges.

In order to establish the state of the art on evaluating the structural health of bridges and to identify new challenges for the near future, we invite the publication of research results in this Special Issue in each of the following fields: computational mechanics, geomatics, new materials (particularly self-monitoring ones), and the use of IoT technologies.

Prof. Dr. Raffaele Zinno
Dr. Serena Artese
Guest Editors

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Keywords

  • bridge
  • dynamic
  • structural health monitoring (SHM)
  • experimental and in situ measurements
  • geomatics
  • self-monitoring materials and structures
  • computational mechanics
  • IoT for SHM

Published Papers (2 papers)

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Research

17 pages, 4104 KiB  
Article
Research on Non-Contact and Non-Fixed Cable Force Measurement Based on Smartphone
by Yongwei Wang, Kunyao Li, Yuan Chen, Shuyuan Xu and Wenchi Shou
Appl. Sci. 2021, 11(19), 8902; https://0-doi-org.brum.beds.ac.uk/10.3390/app11198902 - 24 Sep 2021
Cited by 9 | Viewed by 1521
Abstract
Stay cable is the major load-carrying element in cable-stayed bridges. The process of monitoring cable forces would be beneficial to ensure the safety of bridges. The conventional sensor-based approaches to measure stay cable forces is complicated in operation, time-consuming and relatively expensive. In [...] Read more.
Stay cable is the major load-carrying element in cable-stayed bridges. The process of monitoring cable forces would be beneficial to ensure the safety of bridges. The conventional sensor-based approaches to measure stay cable forces is complicated in operation, time-consuming and relatively expensive. In order to confront these disadvantages, a lightweight measurement method using smartphone imagery was proposed in this paper. The video data acquisition process was first standardized by using a pre-designed target. Then, a novel algorithm to extract the vibration displacement of stay cables under complex condition was developed. An automatic correction algorithm was provided to further improve the displacement results. On top of that, a smartphone-based software for determining cable forces was developed and tested on a real-life bridge. The results showed a maximum error of 1.99% compared with the cable force obtained by using a dynamic tester. The developed software is proven to be feasible in real-life projects and can achieve high accuracy in cable force determination. At the same time, the proposed method does not require a fixed camera for measurement and is not limited by personnel experience and measurement time, facilitating real-time monitoring of multiple projects, multiple cable surfaces and multiple personnel in a visual vibration environment. Full article
(This article belongs to the Special Issue Bridge Dynamic Monitoring and Measurement)
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18 pages, 8409 KiB  
Article
Fast Falling Weight Deflectometer Method for Condition Assessment of RC Bridges
by Mauro Coni, Fausto Mistretta, Flavio Stochino, James Rombi, Mauro Sassu and Mario Lucio Puppio
Appl. Sci. 2021, 11(4), 1743; https://0-doi-org.brum.beds.ac.uk/10.3390/app11041743 - 16 Feb 2021
Cited by 16 | Viewed by 3108
Abstract
In this paper, the use of Fast Falling Weight Deflectometer (Fast-FWD) is analyzed as a non-destructive and quick test procedure to evaluate the efficiency of short-span bridges. The Fast-FWD is an instrument that can produce a broadband dynamic force up to an impact [...] Read more.
In this paper, the use of Fast Falling Weight Deflectometer (Fast-FWD) is analyzed as a non-destructive and quick test procedure to evaluate the efficiency of short-span bridges. The Fast-FWD is an instrument that can produce a broadband dynamic force up to an impact value of 120 KN: The impact is constant and replicable, providing accurate action measures of bridge stiffness in a truly short period (30 ms). In this paper, a single-span reinforced concrete bridge is investigated, using the Fast-FWD. The considered bridge, approximately 12.0 m long and 15.5 m wide, was in critical condition. The bridge is in a suburban principal road near to the City of Cagliari in Sardinia (Italy), with an Annual Average Daily Traffic of 13,500 vehicles/day, and was suddenly closed, creating serious problems for urban mobility. In these conditions, the investigation through other standard techniques is time-consuming and labor intensive. For this reason, it is important to introduce methods that can be rapid, accurate and cost-efficient. In this paper, bridge stiffness values obtained during the in situ experimental campaign were compared with finite element models values. The Fast-FWD has the potential to provide engineering information that can help us to better understand bridge condition, in a rapid and cost-effective procedure. Full article
(This article belongs to the Special Issue Bridge Dynamic Monitoring and Measurement)
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