An integrated physics-based and data-driven approach to structural condition identification

Lead Research Organisation: University of Surrey
Department Name: Civil and Environmental Engineering

Abstract

Infrastructure performance is important for a nation's economy and its people's quality of life. Inadequate infrastructure is estimated to cost the UK £2 million a day, in terms of maintenance and management. To manage and protect infrastructure efficiently and effectively, the proposed project aims to develop an integrated algorithm to create a reliable and effective approach for structural health monitoring, which can find different applications.

Metallic structures are widely employed in both transport and energy infrastructure. As load transferring elements, connections in such structures are vulnerable due to stress concentrations, with localised damage being particularly hard to detect even under regular inspections. Therefore, the case study of this research will focus on the monitoring of connection condition in bolted or riveted structures.

The project will commence with an experimental investigation of a steel beam with end bolt connections under different damage scenarios due to loosening/lack-of-fit. Monitoring data from strain gauges and accelerometers will be processed to determine the beam's dynamic features. A finite element model will also be constructed and calibrated using the experimental results. Last but not least, an integrated deep learning algorithm will be developed for structural condition identification. There are two innovations in the suggested approach. Firstly, it integrates physics-based and data-driven methods. Secondly, the exploitation of deep learning enables the identification and optimisation of non-linear features, due to the existence of multiple hidden layers.

Thus, the proposed project aims to make a novel contribution to structural health monitoring with diverse applications in different structural types.

Planned Impact

Metallic structures are widely encountered all over the world, with applications ranging from transportation to power generation and distribution, both onshore and offshore. Connections are the most vulnerable elements in these structures and are often found to be primary contributors in mal-functions/failures. Therefore, connection condition assessment is of great significance to structural integrity and reliability. Provided that structural health monitoring (SHM) is targeted appropriately, the maintenance budget can be efficiently allocated to the more vulnerable and important elements/structures. Further, the analysis of SHM data enables early warning of structural failure, identification of structural condition, and evaluation of structural reliability. This can contribute towards enhanced infrastructure resilience to damage caused by natural hazards and/or climate change and benefit both operators and the general public.
The proposed methodology is a general approach to structural condition identification. By focusing on the appropriate monitoring parameters, it can be applied to condition identification of connections in other types of structures, for example, reinforced concrete and timber structures. This can add to the capabilities of both software and design/consulting companies seeking to expand/improve their asset management products/tools.
The project will have input from key collaborators from industry and academia that influence the development of UK asset management guidelines and standards. The active support of a major construction company and a national asset owner will facilitate an alignment of project outcomes with current practice and allow the uptake of relevant attributes in future standards related to the maintenance and management of infrastructure assets.
 
Description The project focuses on a challenging topic: the identification of bolt looseness on a steel frame structure. Based on the performed test results, the traditional modal parameters are not sensitive to bolt looseness conditions. A new virtual viscous damper is proposed to be added to the physics-based numerical model, which can successfully simulate the structural vibration behaviours in the time domain.

More research focus is placed on the deep learning algorithms for structural condition identification. A new benchmark convolutional neural network, i.e. SHMnet, has been created and available for download at Github. Based on the test results as training data, the performance of the proposed algorithm has achieved beyond the human level.

The integrated physics-based and data-driven methodology has shown great potential to become a best candidate as the tool for structural condition identification. This can lead to better efficient and effective infrastructure asset management.
Exploitation Route The proposed integrated approach may be adopted by other researchers to improve the accuracy of structural condition identification. The public available algorithm, SHMnet, can be used as a benchmark algorithm for structural health monitoring. The proposed virtual viscous damper concept may change the current finite element modelling procedure. The outcomes also provide data on a steel frame with different bolted connection damage for future benchmark works.
Sectors Construction,Energy,Transport

 
Description This research has been well conveyed to Network Rail, who faces the challenge of the condition assessment of hidden critical elements. The methodology being developed in this project is regarded as a non-destructive solution to this challenge. Collaborating with Network Rail, I have been awarded a further grant through the Impact Acceleration Account, which will start after the completion of this project. This will lead to the impact enhancement of this research. The research has also been communicated via top conferences including the International Conference on Smart Infrastructure and Construction (ICSIC 2019) and the 12th International Workshop on Structural Health Monitoring (IWSHM 2019). The paper "Deep Convolutional Neural Network for Condition Identification of Connections in Steel Structures" presented in the latter, has been nominated as a candidate of best poster paper award.
First Year Of Impact 2019
Sector Transport
Impact Types Societal,Policy & public services

 
Description Condition Identification of Ageing Rail Bridges with Hidden Defects
Amount £39,066 (GBP)
Funding ID EP/R021090/1 
Organisation Engineering and Physical Sciences Research Council (EPSRC) 
Sector Public
Country United Kingdom
Start 06/2019 
End 03/2020
 
Title An integrated physics-based and data-driven algorithm for structural condition identification 
Description By combining both physics-based model (FE model with a new virtual vicious damper) and data-driven algorithm (SHMnet), an integrated algorithm for structural condition identification is now under development. 
Type Of Material Computer model/algorithm 
Year Produced 2020 
Provided To Others? No  
Impact This will be a major contribution to the structural health monitoring field, which serves as a new integrated approach to structural condition identification. 
 
Title Impulse time histories of steel beam 1 with bolted connection 
Description The impulse time histories database contains acceleration time signals from six accelerometers on a test structure with different damage scenarios. The test structure is a single bay single storey steel portal frame with bolted connection. The column members are made of universal column 152x152x23 and the beam is made of universal beam 127x76x13. Centre to centre lengths of columns and beam are 1436.5 mm and 2622 mm respectively. The columns are fixed to the strong floor with the help of four 16 mm bolts for each column. Universal angle sections (USA 100x65x8) are bolted to the steel columns. The steel beam is connected to the angle sections with the help of four bolts (M10) at each joint. Damage cases are introduced by loosening of one or more of these eight bolts. Acceleration time histories are measures for all the damage cases. The current database contains acceleration time histories corresponding to ten damage cases by loosening of (i) bolt 1, (ii) bolt 3, (iii) bolt 2, (iv) bolts 1 and 2, (v) bolts 1, 2 and 3, (vi) bolts 1, 2, 3 and 4, (vii) bolts 1, 2, 5 and 6, (viii) bolts 1, 3, 5 and 7, (ix) bolts 1 and 3, and (x) bolts 1 and 4. The acceleration time histories are labels as X_i_j_k, and the corresponding impulse hammer forces are labelled as F_i_k, where i is the damage label varying from 1 to 10, j is the accelerometer location varying from 1 to 6, and k is the impulse excitation number. We considered three methods of placing the accelerometers. In the first method, two accelerometers each are placed on the left column, beam and right column respectively. In the second method, all six accelerometers are placed on the beam only. In the third method, 24 points are marked on the steel frame, and accelerations are measured at these 24 locations by roving accelerometer technique. The first two methods of placing the accelerometers can be used for developing or validating algorithms for identifying loosening of bolts at the connections. The third method can be used for calibrating the benchmark finite element model, and for developing an algorithm for optimal placement of sensors on the steel frame. 
Type Of Material Database/Collection of data 
Year Produced 2018 
Provided To Others? No  
Impact The impulse time histories database will act as a benchmark study for researches related, but not limited to • Condition assessment of steel structures with the loosening of bolts at connections • The sensitivity of global responses to loosening of bolts at member connections • Optimal location of accelerometers for identifying failures due to loosening of bolts 
URL https://github.com/capepoint/SHMnet
 
Title Optimal sensor placement algorithm 
Description We are currently developing an optimal sensor placement algorithm based on LB_Keogh distance metric. The proposed optimal sensor placement strategy addresses the key issues of (i) the minimum number of sensors required for identifying given damage, and (ii) the smallest damage that can be identified for a given number of accelerometers. From the results of a numerical simulation case, it is clear that the acceleration time signals at the proposed optimal locations are more sensitive to damage than the existing optimal sensor placement algorithm. 
Type Of Material Computer model/algorithm 
Year Produced 2019 
Provided To Others? No  
Impact This may lead to a new study on the determination of both the optimal number and the optimal locations of the accelerometers, which may be further adopted as a guideline for structural monitoring. 
URL https://www.icevirtuallibrary.com/doi/full/10.1680/icsic.64669.685
 
Title SHMnet: a new deep learning algorithm for structural condition identification 
Description SHMnet can serve as a research tool for structural health monitoring. With labelled training data, the new monitoring data can be classified into the correct condition level that the structure belongs to. The accuracy of this tool has been demonstrated through a case study on a steel frame with connection damage. In the published article "SHMnet: Condition assessment of bolted connection with beyond human-level performance", the accuracy of this tool reaches 100%. 
Type Of Material Computer model/algorithm 
Year Produced 2019 
Provided To Others? Yes  
Impact The method has been communicated via wide public media, including ScienceDaily, Synced, etc. On ResearchGate, the paper describing SHMnet has attracted 590 Reads and 8 Recommendations by 21 Feb 2020, within four months after being uploaded. 
URL https://github.com/capepoint/SHMnet
 
Title Virtual viscous damper for the time-domain vibration simulation of steel frame with bolted connection 
Description A virtual viscous damper is proposed that captures the system and time-dependent nonlinearities generated in bolted connections during dynamic excitation of the steel frame. The structural and stiffness matrices of the steel frame are estimated using finite element model updating gives the measured frequency data. The damping matrix is estimated using a linear viscous Rayleigh damping model, where the coefficients of the damping model are evaluated from the measured modal damping factors. The simulated accelerations using the estimated system matrices only show a large difference when they are compared to the measured accelerations. The proposed virtual damper generates a time-varying force which when applied to the dynamical system gives very good agreement between the measured accelerations and accelerations simulated from the finite element model of the steel frame. It is shown that the simulated accelerations using the updated finite element model along with the estimated damping force from the external virtual damper also agree with the measured accelerations in the frequency domain. Different damage cases with loss of preload in various combinations of bolts are considered, and it is shown that the proposed virtual damper is effective in estimating the time domain acceleration responses in every damage case. This serves as the physics-based method in this project. 
Type Of Material Computer model/algorithm 
Year Produced 2019 
Provided To Others? No  
Impact This new virtual vicious damper provides a new idea on how to simulate the vibration responses of steel frame structure with bolted connections. It could be applied to other types of structures to simulate the impact hammer test results in the time domain. It contributes to the knowledge of understanding the structural behaviours under impulse loading. 
 
Description Collaboration on optical fibre monitoring system 
Organisation City, University of London
Country United Kingdom 
Sector Academic/University 
PI Contribution The research group led by Prof Tong Sun and Kenneth Grattan is a world-leading team in optical sensing system. The contribution from my research team is to provide a new application field for them, i.e. structural health monitoring.
Collaborator Contribution A postdoctoral research fellow and a visiting scholar have visited the lab at Surrey, and we together performed a series of tests on a steel portal frame with different connection damage scenarios.
Impact Joint publication: Wang, Y, Vidakovic, M, Scott, R, Wu, Q, Sun, T and Grattan, KTV (2016) Optical fibre sensor with 3D printed package configuration: a potential revolution of structural strain testing In: 24th Australasian Conference on the Mechanics of Structures and Materials, 2016-12-06 - 2016-12-09, Perth, Western Australia. Multi-disciplinary collaboration: Wang's group: Structural Engineering; Sun's group: Sensor Engineering.
Start Year 2016
 
Description Collaboration with AI expert 
Organisation King's College London
Country United Kingdom 
Sector Academic/University 
PI Contribution We have provided high-quality data for training and testing, to the collaborator.
Collaborator Contribution We have been collaborating with an expert in Artificial Intelligence, who helps with the data interpretation using deep learning algorithms.
Impact SHMnet
Start Year 2010
 
Description Interview by Synced 
Form Of Engagement Activity A magazine, newsletter or online publication
Part Of Official Scheme? No
Geographic Reach International
Primary Audience Professional Practitioners
Results and Impact I was approached by a journalist at Synced, who wanted to report my research finding: SHMnet. Synced itself is a popular newsletter-style media, focusing on AI Technology & Industry Review. I have been discussing with the journalist about my contribution and a newsletter is then published.
Year(s) Of Engagement Activity 2019
URL https://medium.com/syncedreview/kings-and-university-of-surrey-deep-learning-improves-structural-hea...
 
Description Network Rail Collaboration 
Form Of Engagement Activity A talk or presentation
Part Of Official Scheme? No
Geographic Reach Regional
Primary Audience Professional Practitioners
Results and Impact I was invited to visit a regional Network Rail office for research collaborations. I have presented the possibility of using structural health monitoring methods to detect structural defects in railway structures. The engineers of Network Rail are interested in what I proposed, and thus they are happy to support my EPSRC IAA grant application.
Year(s) Of Engagement Activity 2018
 
Description PDRA's Presentation at ICSIC 2019 
Form Of Engagement Activity A talk or presentation
Part Of Official Scheme? No
Geographic Reach International
Primary Audience Professional Practitioners
Results and Impact More than 200 participants attended the International Conference on Smart Infrastructure and Construction 2019 (ICSIC). Many of them raised questions and discussions about the presentation. They are interested in further information about the research.
Year(s) Of Engagement Activity 2019
URL https://www.icevirtuallibrary.com/doi/full/10.1680/icsic.64669.685
 
Description Poster presentation at IWSHM 2019 
Form Of Engagement Activity A talk or presentation
Part Of Official Scheme? No
Geographic Reach International
Primary Audience Professional Practitioners
Results and Impact More than 200 participants attended the International Workshop on Structural Health Monitoring 2019 (IWSHM). Many of them raised questions and discussions about the presentation. They are interested in further information about the research.
Year(s) Of Engagement Activity 2019
URL http://www.dpi-proceedings.com/index.php/shm2019/article/view/32495/0
 
Description Presentation at ICSIC 2019 
Form Of Engagement Activity A talk or presentation
Part Of Official Scheme? No
Geographic Reach International
Primary Audience Professional Practitioners
Results and Impact More than 200 participants attended the International Conference on Smart Infrastructure and Construction 2019 (ICSIC). Many of them raised questions and discussions about the presentation. They are interested in further information about the research.
Year(s) Of Engagement Activity 2019
URL https://www.icevirtuallibrary.com/doi/full/10.1680/icsic.64669.421