Characterising dynamic performance of fibre reinforced polymer structures for resilience and sustainability
Lead Research Organisation:
University of Warwick
Department Name: Sch of Engineering
Abstract
Structural application of fibre-reinforced polymer (FRP) composite materials is one of the key factors leading to technological innovations in aviation, chemical, offshore oil and gas, rail and marine sectors. Motivated by such successes, FRP shapes and systems are increasingly used in the construction sector, such as for bridges and small residential buildings. An obstacle to a wider use of FRP materials in structural engineering is the current lack of comprehensive design rules and design standards.
While the preparation of design guidance for static actions is at an advanced stage in the USA and EU, the design against dynamic loading is underdeveloped, resulting in cautious and conservative structural design solutions. Knowledge on the dynamic properties (natural frequencies, modal damping ratios, modal masses and mode shapes of relevant vibration modes) of FRP structures and their performance under dynamic actions (such as pedestrian excitation, vehicle loading, wind and train buffeting) needs to be advanced if to achieve the full economic, architectural and engineering merits in having FRP components/structures in civil engineering works.
This project will provide a step change to design practice by developing new procedures and recommendations for design against dynamic actions. This will be achieved by: 1) Developing an instrumented bridge structure at the University of Warwick campus that will provide unique insight into both static and dynamic performance over the course of the project, and beyond; 2) Providing novel experimental data on dynamic properties and in-service vibration response of ten full-scale FRP structures; and 3) Critical evaluation of the numerical modelling and current vibration serviceability design approaches. The data collected will be delivered in a systematic form and made available, via an open-access on-line database for rapid and easy dissemination, to academic and industrial beneficiaries, as well as to agencies supporting the preparation of institutional, national and international consensus design guidance.
Outcomes from this project will provide the crucial missing information required for the reliable design of light-weight FRP structures, and pave the way towards this structural material becoming a 'material of choice' for future large-scale bridges and other dynamically loaded structures. This medium to longer-term impact is aligned with national plans for the UK having a sustainable and resilient built environment.
While the preparation of design guidance for static actions is at an advanced stage in the USA and EU, the design against dynamic loading is underdeveloped, resulting in cautious and conservative structural design solutions. Knowledge on the dynamic properties (natural frequencies, modal damping ratios, modal masses and mode shapes of relevant vibration modes) of FRP structures and their performance under dynamic actions (such as pedestrian excitation, vehicle loading, wind and train buffeting) needs to be advanced if to achieve the full economic, architectural and engineering merits in having FRP components/structures in civil engineering works.
This project will provide a step change to design practice by developing new procedures and recommendations for design against dynamic actions. This will be achieved by: 1) Developing an instrumented bridge structure at the University of Warwick campus that will provide unique insight into both static and dynamic performance over the course of the project, and beyond; 2) Providing novel experimental data on dynamic properties and in-service vibration response of ten full-scale FRP structures; and 3) Critical evaluation of the numerical modelling and current vibration serviceability design approaches. The data collected will be delivered in a systematic form and made available, via an open-access on-line database for rapid and easy dissemination, to academic and industrial beneficiaries, as well as to agencies supporting the preparation of institutional, national and international consensus design guidance.
Outcomes from this project will provide the crucial missing information required for the reliable design of light-weight FRP structures, and pave the way towards this structural material becoming a 'material of choice' for future large-scale bridges and other dynamically loaded structures. This medium to longer-term impact is aligned with national plans for the UK having a sustainable and resilient built environment.
Planned Impact
The research and its deliverables can provide an immediate impact within the commercial private sector working with fibre-reinforced polymer (FRP) materials for new-build applications. To take advantage of the new knowledge gained we will give oral presentations over the project's duration at, say NGCC, IStructE or MBE KTN events. The Warwick team will disseminate the final project results during a free one-day industry-focused workshop. These activities will allow the industry sector to gain new understanding and a competitive advantage in delivering (sustainable) infrastructure using FRP shapes and systems. In addition, the usual dissemination channels of journal and conference papers will be used to inform others to the opportunities they can gain from this novel research.
The Warwick team will create and maintain DynFRP, an on-line open-access database, which will store and distribute the raw field test data, the salient test results and supplementary information in technical reports. To provide the highest impact when used by others, DynFRP will have photographs, technical details of tested structures, and overviews of their modal properties and in-service vibration performances (including information about the corresponding dynamic loading). DynFRP database will not only provide an effective update on the project's progress and outcomes for structural designers and academic researchers, but also allow them to analyse the data in new ways, developing further academic and industry impacts.
There will be an impact for professional bodies overseeing the preparation of design standards and regulations. Throughout the project results will be transferred to code writers working on national and international projects (say, for a FRP structural Eurocode) to develop new and improved guidelines for a consensus design standard. Developing guidance for FRP structures exposed to dynamic actions is essential to achieving the optimum (sustainable and serviceable) solutions. The outcomes from our project will be a timely and essential addition to the on-going work (of CEN TC250) to have a Eurocode for FRP materials. Given that a 2013 report from the Composite Leadership Forum recommends that there should be "Work with appropriate bodies to facilitate the development of industry standards to support the use of composites in construction", this group are to be major beneficiaries from the project.
Industry supporters will benefit either by using the project's results as direct inputs in their future designs (e.g. SKM/Jacobs and Optima Projects Ltd.), or by establishing a knowledge base for the dynamic performance of a FRP system, such as the Startlink House (Larkfleet Homes), or by considering an FRP option on equal terms with other structural materials (e.g. Network Rail and HS2). Furthermore, those UK companies that offer protection of structures against excessive vibrations will find a positive impact to their business from detailed insight into modal properties of FRP structures that is essential to successful vibration control.
Enabling wider use of FRPs in structural engineering via this project will be of direct benefit to the society via contributing to realisation of the Government's policies on reducing carbon intensity, improving efficiency of resource exploitation and improving energy performance within infrastructure works.
There will be a longer term impact because the broader research community can benefit from having access to the new test facilities of the 15m FRP bridge on the campus at Warwick University. This will enable the Warwick team to foster collaborations that prolongs the impact well beyond the date of the project's completion.
Strategies for accelerating the impact are presented in the Pathways to Impact.
The Warwick team will create and maintain DynFRP, an on-line open-access database, which will store and distribute the raw field test data, the salient test results and supplementary information in technical reports. To provide the highest impact when used by others, DynFRP will have photographs, technical details of tested structures, and overviews of their modal properties and in-service vibration performances (including information about the corresponding dynamic loading). DynFRP database will not only provide an effective update on the project's progress and outcomes for structural designers and academic researchers, but also allow them to analyse the data in new ways, developing further academic and industry impacts.
There will be an impact for professional bodies overseeing the preparation of design standards and regulations. Throughout the project results will be transferred to code writers working on national and international projects (say, for a FRP structural Eurocode) to develop new and improved guidelines for a consensus design standard. Developing guidance for FRP structures exposed to dynamic actions is essential to achieving the optimum (sustainable and serviceable) solutions. The outcomes from our project will be a timely and essential addition to the on-going work (of CEN TC250) to have a Eurocode for FRP materials. Given that a 2013 report from the Composite Leadership Forum recommends that there should be "Work with appropriate bodies to facilitate the development of industry standards to support the use of composites in construction", this group are to be major beneficiaries from the project.
Industry supporters will benefit either by using the project's results as direct inputs in their future designs (e.g. SKM/Jacobs and Optima Projects Ltd.), or by establishing a knowledge base for the dynamic performance of a FRP system, such as the Startlink House (Larkfleet Homes), or by considering an FRP option on equal terms with other structural materials (e.g. Network Rail and HS2). Furthermore, those UK companies that offer protection of structures against excessive vibrations will find a positive impact to their business from detailed insight into modal properties of FRP structures that is essential to successful vibration control.
Enabling wider use of FRPs in structural engineering via this project will be of direct benefit to the society via contributing to realisation of the Government's policies on reducing carbon intensity, improving efficiency of resource exploitation and improving energy performance within infrastructure works.
There will be a longer term impact because the broader research community can benefit from having access to the new test facilities of the 15m FRP bridge on the campus at Warwick University. This will enable the Warwick team to foster collaborations that prolongs the impact well beyond the date of the project's completion.
Strategies for accelerating the impact are presented in the Pathways to Impact.
Organisations
- University of Warwick (Lead Research Organisation)
- Tongji University (Collaboration)
- Pipex Ltd (Collaboration)
- Jacobs Engineering Group (Collaboration)
- Delft University of Technology (TU Delft) (Collaboration)
- Iuav University of Venice (Collaboration)
- Monash University (Collaboration)
- Optima Projects Ltd (Project Partner)
- Larkfleet Group (Project Partner)
- Sinclair Knight Merz(Europe) Ltd(Jacobs) (Project Partner)
- Empa (Swiss Fed Labs of Mat Sci Tech) (Project Partner)
- High Speed Two HS2 Limited (Project Partner)
- UNIVERSITY OF EXETER (Project Partner)
- The University Iuav of Venice (Project Partner)
- Network Rail Ltd (Project Partner)
Publications

Ahmadi E
(2018)
Vertical ground reaction forces on rigid and vibrating surfaces for vibration serviceability assessment of structures
in Engineering Structures

Ahmadi E
(2019)
Assessment of human-structure interaction on a lively lightweight GFRP footbridge
in Engineering Structures

Chen J
(2019)
Stochastic Single Footfall Trace Model for Pedestrian Walking Load
in International Journal of Structural Stability and Dynamics

Jesus A
(2020)
A spectral pedestrian-based approach for modal identification
in Journal of Sound and Vibration

Jesus A
(2023)
Modal testing with a pedestrian as a vibration exciter
in Mechanical Systems and Signal Processing

Renedo C.M.C.
(2020)
Performance of inertial mass controllers for ultra-lightweight footbridges: A case study
in Proceedings of the International Conference on Structural Dynamic , EURODYN

Russell J
(2017)
Dynamic Response of an FRP Footbridge Due to Pedestrians and Train Buffeting
in Procedia Engineering


Russell J
(2020)
Vibration serviceability of a GFRP railway crossing due to pedestrians and train excitation
in Engineering Structures
Description | The team identified specific aspects of dynamic behaviour of FRP structures that will improve future design guidance. |
Exploitation Route | It is expected that the findings will be embedded in future national/international design codes, once they have been published in recognized journals. |
Sectors | Construction |
URL | https://warwick.ac.uk/fac/sci/eng/frpdynamics/ |
Description | Some findings are being considered for inclusion in the new design guideline for FRP structures in Europe. |
Sector | Construction |
Impact Types | Economic |
Description | Pedestrian's evaluation of structural vibration (SENSATION). A H2020 MSCA PF fellowship, funded by UKRI under Horizon Europe Guarantee MSCA Postdoctoral Fellowships 2022. |
Amount | £187,096 (GBP) |
Organisation | United Kingdom Research and Innovation |
Sector | Public |
Country | United Kingdom |
Start | 03/2024 |
End | 02/2026 |
Title | Data for: A Spectral Pedestrian-based Approach for Modal Identification |
Description | The database contains two MATLAB functions that allow to estimate modal properties based on: response data measured from a footbridge (accelerations, velocity, displacement), and walking forces, e.g., measured with an instrumented treadmill. |
Type Of Material | Database/Collection of data |
Year Produced | 2020 |
Provided To Others? | Yes |
URL | https://data.mendeley.com/datasets/cj7353cc9j/1 |
Title | Data for: A Spectral Pedestrian-based Approach for Modal Identification |
Description | The database contains two MATLAB functions that allow to estimate modal properties based on: response data measured from a footbridge (accelerations, velocity, displacement), and walking forces, e.g., measured with an instrumented treadmill. |
Type Of Material | Database/Collection of data |
Year Produced | 2020 |
Provided To Others? | Yes |
URL | https://data.mendeley.com/datasets/cj7353cc9j |
Description | Collaboration with IUAV, Venice |
Organisation | Iuav University of Venice |
Country | Italy |
Sector | Academic/University |
PI Contribution | Testing and analysing an FRP structure in Prato, Italy |
Collaborator Contribution | Testing and analysing an FRP structure in Prato, Italy |
Impact | Conference paper: Wei, X., Boscato, G., Russell, J., Adilardi, A., Russo, S. and Zivanovic, S. (2018) Experimental Characterisation of Dynamic Properties of an All-FRP Truss Bridge. IMAC-XXXVI, Orlando, Florida, 12 - 15 February. |
Start Year | 2016 |
Description | Collaboration with Jacobs |
Organisation | Jacobs Engineering Group |
Country | United States |
Sector | Private |
PI Contribution | Design of an FRP bridge at Warwick. |
Collaborator Contribution | Technical support and advice in designing of an FRP bridge at Warwick, and in broader sense, design of FRP structures. |
Impact | Bridge is to built in 2018. |
Start Year | 2016 |
Description | Collaboration with Monash University |
Organisation | Monash University |
Department | Faculty of Engineering |
Country | Australia |
Sector | Academic/University |
PI Contribution | Joint analysis of walking locomotion on a lively Fibre-Reinforced Polymer structure and discussions for design of both Warwick and Monash experimental facilities |
Collaborator Contribution | Joint analysis of walking locomotion on a lively Fibre-Reinforced Polymer structure and discussions for design of both Warwick and Monash experimental facilities |
Impact | Facilities developed. |
Start Year | 2017 |
Description | Collaboration with Pipex px |
Organisation | Pipex Ltd |
Country | United Kingdom |
Sector | Private |
PI Contribution | Dynamic testing of an FRP truss bridge, in the factory and on site. This included measuring structural performance under human and trains passing beneath the bridge excitation. |
Collaborator Contribution | Providing access to the structure and facilitating the tests. |
Impact | Conference paper: Russell, J., Wei, X., Zivanovic, S. and Kruger, C. (2017) Dynamic Response of an FRP Footbridge Due to Pedestrians and Train Buffeting. EURODYN 2017, Rome, Italy, 10 - 13 September. Journal paper: Russell, J., Wei, X., Zivanovic, S. and Kruger, C. (2020) Vibration serviceability of a GFRP railway crossing due to pedestrians and train excitation. Engineering Structures, 219, https://doi.org/10.1016/j.engstruct.2020.110756. |
Start Year | 2016 |
Description | Collaboration with TU Delft |
Organisation | Delft University of Technology (TU Delft) |
Country | Netherlands |
Sector | Academic/University |
PI Contribution | Performing dynamic tests of two FRP bridges in Delft. |
Collaborator Contribution | Performing static tests of two FRP bridges in Delft. |
Impact | Conference paper: Zivanovic, S., Russell, J., Pavlovic, M., Wei, X. and Mottram, J. T. (2018) Effects of Pedestrian Excitation on Two Short-Span FRP Footbridges in Delft. IMAC-XXXVI, Orlando, Florida, 12 - 15 February. |
Start Year | 2016 |
Description | Collaboration with Tongi University |
Organisation | Tongji University |
Country | China |
Sector | Academic/University |
PI Contribution | Analysis of experimental data. |
Collaborator Contribution | Analysis and collection of experimental data. |
Impact | Journal paper: Chen, J., DIng, G., ZIvanovic, S. (2019) Stochastic Single Footfall Trace Model for Pedestrian Walking Load. International Journal of Structural Stability and Dynamics, 19 (3), DOI: 10.1142/S0219455419500299. |
Start Year | 2018 |
Title | FRP test-bed footbridge |
Description | The product in questions is a physical footbridge structure made of fibre-reinforced polymer (FRP) composite material for the purpose of studying how humans interact with vibrations of lightweight structures. The facility is unique in terms of its dynamic properties and consequently has been used as a key element of collaborations with researchers from Monash University, University of Belgrade, Harbin Institute of Technology and Southeast University. |
Type Of Technology | Physical Model/Kit |
Year Produced | 2017 |
Impact | The facility helped to develop collaborations with other researchers in the field and led to a number of joint journal publications. |
Description | FRP Workshop in Warwick |
Form Of Engagement Activity | Participation in an activity, workshop or similar |
Part Of Official Scheme? | No |
Geographic Reach | International |
Primary Audience | Professional Practitioners |
Results and Impact | Of the 26 attendees, half were from industry with other half from universities. Findings from the project were presented in the context of industrial needs, and challenges in vibration design of FRP structures were discussed. |
Year(s) Of Engagement Activity | 2018 |
URL | https://warwick.ac.uk/fac/sci/eng/frpdynamics/workshop/ |