Advanced Sensors and Modelling for Next-generation Bridge Management

Lead Research Organisation: Queen's University Belfast
Department Name: Sch of Natural and Built Environment

Abstract

The UK's transport networks, including bridges, are critical to its economy. The vital importance of bridges to the economy is most evident when a bridge is briefly out of service, e.g. (i) the Hammersmith flyover in 2011 and (ii) a bridge near junction 3 on the M1 in 2012: (i) was closed due to the sudden discovery of corroded steel tendons, and (ii) was closed following a fire under the bridge. These closures caused massive disruption and the resulting cost to individuals/businesses for disrupted journeys was very significant. Maintaining the large UK bridge stock permanently in service is challenging for the responsible organisations.

The current state of the art in bridge management is periodic visual inspection of the bridge by suitably trained inspectors. The limitation of the current system is that it provides no quantitative information on the in service bridge behaviour, therefore decisions are based on visual information only which can be subjective depending on the experience of the inspector. The improvement proposed in this project is to add novel sensing and data modelling to existing visual inspections. The project exploits the fact that in current bridge management practice, bridges in a given geographic area tend to be inspected together over a period of days or weeks. This means that there is an opportunity to lay out customised, easy to mount sensors on all the bridges to be inspected on the first day of the inspection block, carry out the inspections as normal then lift the sensors on the last day. Doing it this way is cost-effective, adding relatively little cost to the existing inspection regime but will provide the opportunity to obtain structural behaviour data to supplement visual information.

However to implement this new system challenges in two specific areas need to be addressed:
(a) DATA COLLECTION; how to record data of adequate quality with low financial and operational cost. Conventional sensing systems are expensive, require on site power and therefore are not compatible with the current bridge inspection regime. In this project we put forward a novel system to address this.

(b) DATA INTREPERATION & NORMILISATION; how to convert the recorded data into information useful for decision making. How a bridge deflects under load, or how it vibrates can be indicators of its condition. So changes in how the bridge moves can indicate change/deterioration in a bridge's condition. Unfortunately the magnitude of a given bridge's movements are also significantly influenced by environmental factors such as temperature. Therefore a method to separate the effect of potential damage or deterioration on the bridges movements, from those movement changes caused by environmental variation is required. This 'cleaning' of the data is often referred to as data normalisation. In this project, this separation will be carried out using a novel computer algorithm/model which will be developed as part of the project.


The benefits of the proposed system is more efficient bridge management with reduced traffic disruption. For example it is likely that having a baseline of performance data for the both bridges (i) and (ii) above would have mitigated the difficulties. Since for (i) the problem may have come to light sooner and for (ii) the bridge could have been reopened earlier. This use of sensor data during regular bridge inspections represents a step change to current practice, as the quantitative information obtained will allow better direction of limited bridge maintenance budgets and facilitate greater resilience of bridges to shock events.

Planned Impact

This project will apply the latest low cost sensing technology and data modelling approaches to bridge management. This will transform existing bridge inspection approach into quantifiable structural performance monitoring, and allow bridge managers to make optimal decisions for cost effective bridge maintenance.

In an economic sense, initially the primary beneficiaries will be UK transport infrastructure organisation such as Highways England (HE) and Network Rail (NR) who are responsible for managing bridge infrastructure. For this impact to be realised the key is to communicate the findings of the project to relevant stakeholders. This will be achieved by engaging with these key stake holders at events such as the Bridge Owners Forum (BOF) and the UK bridge industry conference 'Bridges' which runs annually.

On the commercial side there is the potential that existing companies providing structural monitoring services will be in a position to use the research outcomes from this project to develop new products and procedures e.g., a commercialised version of the sensors and data modelling being trialled in this project. Again the key to facilitating this impact is communicating the findings of the project to relevant commercial companies. To ensure that pertinent information is communicated effectively to commercial organisations a number of steps will be taken. (i) Publication of an article on the project in a professional magazine for bridge professionals e.g., 'The Structural Engineer' or 'New Civil Engineer'. (ii) Participating in 'Bridges' conference will be another avenue to engage with companies who could potentially commercialise the findings of this research project.

Another impact of the project will be on the skills of those directly involved with the project. In particular the Post Doctoral Research Assistant (PDRA), PhD student and the Principal Investigator (PI). The skills of the PDRA will be enhanced by providing them training in a range of activities e.g. training on specific data modelling techniques, technical writing, effective presentations, time and project management. Depending on the activity the training will be delivered by appropriate experts primarily the PI or other project collaborators. The school funded PhD student who the PI will be supervising during the project will also benefit from the 'on the job' training/advice they receive when assisting the PDRA with the site work on the project. The skills of the PI will be enhanced and the procedures described below are in place to grow skills in key areas critical for future career development namely (i) technical skill: following the PDRA's training on data modelling in University of Sheffield (UoS) these skills will be passed on to the PI during the remainder of the project (ii) Managing Research Project: The PI will be responsible for managing this project and his skills will be enhanced via guidance from the project advisory committee which comprises senior staff members from the School of Natural and Build Environment (SNBE).

Within QUB a wide group of students will also benefit. This will be achieved by introducing some aspects of the project into the undergraduate curriculum, primarily via supervision of undergraduate students undertaking their final year research projects on topics of relevance to this project, e.g., using the data collected to test new data modelling techniques. Further student engagement will be achieved by integrating the concepts and experimental results obtained from this work in the undergraduate curriculum, particularly in the stage 4 Bridge Engineering module which the PI coordinates. This will provide the students with the opportunity to become familiar with current trends in bridge SHM research, enhancing their appreciation of the subject and ultimately, their employability.

Publications

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Ao W.K. (2019) Using approximately synchronised accelerometers to identify mode shapes: A case study in 9th International Conference on Structural Health Monitoring of Intelligent Infrastructure: Transferring Research into Practice, SHMII 2019 - Conference Proceedings

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O Higgins C. (2019) Review of methods used for outlier detection in structural health monitoring in 9th International Conference on Structural Health Monitoring of Intelligent Infrastructure: Transferring Research into Practice, SHMII 2019 - Conference Proceedings

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O'Higgins C (2021) Inherent uncertainty in the extraction of frequencies from time-domain signals in Infrastructure Asset Management

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O'Higgins, C. (2019) Inherent uncertainty in the extraction of frequencies from time-domain signals in Infrastructure Asset Management

 
Description The broad topic of this grant is on bridge monitoring to assist bridge management. At the outset of the project the state of the art in bridge management was periodic visual inspection. The limitation of the system is that it provides no quantitative information on the in service bridge behaviour, therefore decisions are based on visual information only which can be subjective depending on the experience of the inspector. The improvement proposed here is to add novel sensing and data modelling to visual inspections. As discussed in the Award Abstract a key challenges for the project were; (a) how to collect bridge data in a logistically/financially viable manner and (b) how to convert the recorded data into information useful for decision making.

In the course of addressing these challenges has lead to a number of key findings. For example, new knowledge has been generated on:
The long term dynamic behaviour of 'regular' bridges. Specifically the tracking of the natural frequencies of a number of bridges over many months. This is important as historically there have been very few studies looking at the long term frequency variation of regular bridges, i.e. much of the long term frequency data available in the literature is from long span bridges. Therefore this project is making a significant contribution to an area where historically limited information is available.
The level of damage that could conceivably be identified by tracking bridge frequency. In the literature there has largely been an absence of long term bridge frequency data collected using low cost instrumentation. Hence the level of damage that could conceivably be identified using this data remained largely unidentified. Following this study it was observed that the level of damage that could be detected was comparable to that claimed detectable in other studies using other methods. This was despite the fact that the amount of confounding effects (e.g. long term variation in temperature) included in this study was higher than in many previous studies.


As well as the new knowledge described above, the project also resulted in a new method/approach for extracting bridge frequency. Or more specifically it identified a robust approach for selecting appropriate input parameters for teh frequency extractoin algorithm. Bridge frequency cannot be measured directly, instead it needs to be calculated/extracted from responses such as acceleration, where the analyst must select certain user inputs. In cases where there is a high signal to noise ratio (e.g. long span bridge with expensive instrumentation) the accuracy of the extracted frequencies are not particularly sensitive to user inputs. However, for lower signal to noise ratios (e.g. using low cost sparse instrumentation on stiffer short to medium span bridges) the accuracy of the extracted frequency can be quite sensitive to the user inputs. Hence the new method for selecting appropriate inputs was shown to be quiet useful.
Exploitation Route The method for selecting suitable input parameters when extracting bridge frequency described above (in key findings) is likely to be useful to other researchers or practitioners who wish to extract long term frequency data from bridge acceleration data.

The observations on the level of damage that is potentially identifiable by tracking bridge frequency is likely to provide a useful insight for other researchers working on Bridge Structural Health Monitoring. Further this insight is likely to stimulate new ideas and approaches.
Sectors Transport

 
Description The impact for this research is in the area of transport specifically the management of bridges. The current state of the art for bridge management is periodic visual inspection of the bridges by a bridge inspector. Unfortunately not all bridge defects are evident visually and consequently there is a drive to add quantitative data on the bridge performance to the management approach. However, in the short term practitioners are under pressure to ensure that our aging bridge stock remains performant. Consequently they have limited scope for exploring and assessing the usefulness of new data driven bridge monitoring approaches. Therefore this project has had a significant focus on engagement with the bridge owner/owners to communicate the findings of what can be achieved using low cost bridge monitoring, e.g. speaking at trade conferences. The impact of this engagement is that bridge owners are kept aware of what is possible and this is likely to influence decisions on the shape of the bridge management system in the years to come.
First Year Of Impact 2019
Sector Transport
 
Description Queen's University EPSRC Early Career Equipment Block Grant Investment
Amount £45,000 (GBP)
Funding ID (EP/S018077/1) this is an early career block grant inventment (£200k). I was in a consortia with a number of other ECRs as part of internal competition and we got funding of £45k for mutually benifical equipment, of which my share was approximatly £12k 
Organisation Engineering and Physical Sciences Research Council (EPSRC) 
Sector Public
Country United Kingdom
Start 01/2019 
End 06/2020
 
Description Speaking at national conference for bridge engineering professionals namely 'Bridges 2019' at the Rioch Arena, Coventry to highlight the work being carried out in this research project. 
Form Of Engagement Activity A talk or presentation
Part Of Official Scheme? No
Geographic Reach National
Primary Audience Professional Practitioners
Results and Impact Speaking at national conference for bridge engineering professionals namely 'Bridges 2019' at the Rioch Arena, Coventry to highlight the work being carried out in this research project.
In particular the challenges being addressed and how this work might be further developed in years to come with a view to it being implemented in the future.

Conference is not until March 14th 2019 but as this is the last day of this submission period I have included it. As the conference is not taking place for another 5 days, as yet I have no impacts to report however I will provide an update aon any impacts resulting from the conference during the next submission period. There are expected to be over 450 delegates in at the conference.
Year(s) Of Engagement Activity 2019
URL https://bridges.tn-events.co.uk/