Shape Memory Alloy retrofitting of columns for future resilient infrastructures
Lead Research Organisation:
Queen's University Belfast
Department Name: Sch of Natural and Built Environment
Abstract
The Shape Memory Effect describes the capacity of some metallic alloys of recovering plastic deformations through a thermo-elastic transformation, i.e. by being heated above the austenitic finish transformation temperature. Nitinol based Shape Memory Alloys (SMA) that exploit this effect also exhibit high strength, high energy absorption capacity, high damping, good fatigue resistance, good corrosion resistance and excellent re-centring ability.
The SMA NiTiNb, a Nickel, Titanium and Niobium alloy, can recover above 8% strain and has a range of characteristic temperatures that make it suitable for applications in structural engineering, and in particular the one promoted here, i.e. enhancing the capacity of bridge support elements to resist impacts from road vehicles by applying active confinement to the member core.
At present passive damage mitigation techniques, such as concrete or steel jacketing and fibre reinforced polymer fabrics, are most commonly used to retrofit structural elements. Active confinement, however, which is the focus of this work, is much more effective in reducing damage since it acts at an earlier stage in the event, before any lateral loads are applied.
The aim of this research is to investigate the application of the shape memory alloy NiTiNb to retrofit reinforced concrete bridge columns. The novelty of this work lies in addressing columns subjected to a sudden impact by a heavy goods vehicle.
Road vehicle impacts are the second cause of bridge failures in the US and much more frequent than failures due to earthquakes. This study intends to model the mechanical response of bridge columns retrofitted with NiTiNb spirals and quantify their resilience in resisting lateral impact loads with respect to columns in the as-built condition.
The project is structured in three main tasks: the thermo-mechanical characterization of NiTiNb alloy; the development of a set of comparative numerical analyses, using a full scale LS-DYNA finite element model of RC columns hit by heavy goods vehicles before and after being retrofitted with NiTiNb spirals; and a small scale drop test used for validation purposes to give credibility to the FE model predictions.
The retrofitting technique simply consists in winding an alloy wire around a column, constraining the two ends by means of mechanical fasteners and heating the spiral above a characteristic temperature using electrical current or a gas torch.
The outcomes of this research will be immediately applicable to circular RC concrete columns supporting bridge decks, but also to a wide range of structures such as underground car parks, railway bridges and buildings located close to major roads or vulnerable to malicious vehicle impact. The project will contribute toward building resilience in critical national infrastructures and can be used to prevent vulnerability of strategic buildings.
Since the method relies on the concept of active confinement of concrete it would not only prevent the vulnerability of undamaged structural members but also restore the functionality of severely damaged columns. Moreover the technique is suitable also for emergency repair since it does not need mechanical pre-stressing of the wire and can be implemented with significant reduction of labour and time with respect to other retrofitting methods.
The SMA NiTiNb, a Nickel, Titanium and Niobium alloy, can recover above 8% strain and has a range of characteristic temperatures that make it suitable for applications in structural engineering, and in particular the one promoted here, i.e. enhancing the capacity of bridge support elements to resist impacts from road vehicles by applying active confinement to the member core.
At present passive damage mitigation techniques, such as concrete or steel jacketing and fibre reinforced polymer fabrics, are most commonly used to retrofit structural elements. Active confinement, however, which is the focus of this work, is much more effective in reducing damage since it acts at an earlier stage in the event, before any lateral loads are applied.
The aim of this research is to investigate the application of the shape memory alloy NiTiNb to retrofit reinforced concrete bridge columns. The novelty of this work lies in addressing columns subjected to a sudden impact by a heavy goods vehicle.
Road vehicle impacts are the second cause of bridge failures in the US and much more frequent than failures due to earthquakes. This study intends to model the mechanical response of bridge columns retrofitted with NiTiNb spirals and quantify their resilience in resisting lateral impact loads with respect to columns in the as-built condition.
The project is structured in three main tasks: the thermo-mechanical characterization of NiTiNb alloy; the development of a set of comparative numerical analyses, using a full scale LS-DYNA finite element model of RC columns hit by heavy goods vehicles before and after being retrofitted with NiTiNb spirals; and a small scale drop test used for validation purposes to give credibility to the FE model predictions.
The retrofitting technique simply consists in winding an alloy wire around a column, constraining the two ends by means of mechanical fasteners and heating the spiral above a characteristic temperature using electrical current or a gas torch.
The outcomes of this research will be immediately applicable to circular RC concrete columns supporting bridge decks, but also to a wide range of structures such as underground car parks, railway bridges and buildings located close to major roads or vulnerable to malicious vehicle impact. The project will contribute toward building resilience in critical national infrastructures and can be used to prevent vulnerability of strategic buildings.
Since the method relies on the concept of active confinement of concrete it would not only prevent the vulnerability of undamaged structural members but also restore the functionality of severely damaged columns. Moreover the technique is suitable also for emergency repair since it does not need mechanical pre-stressing of the wire and can be implemented with significant reduction of labour and time with respect to other retrofitting methods.
Planned Impact
This project aims to develop a number of spin-offs in the construction industry and will impact a wide range of beneficiaries in the private and the public sectors from SMA suppliers to contractors, consultants and owners/operators involved in the Built Environment. However, the ultimate beneficiary of this project will be the road users in UK and abroad through the provision of safer, more durable and resilient transport infrastructures.
Recent applications for seismic retrofitting of RC members show that SMA-based active confinement possess superior mechanical performance, reduced installation and maintenance time and can be used for emergency repair. These mechanical and practical advantages together with good fatigue and corrosion resistance suggest that shape memory alloy applications could be effective and competitive for transport infrastructure operators (Highways England, Transport Scotland, Department of Economy and Transport in Wales, Roads Service Northern Ireland) as they would mitigate the consequences of vehicle impact and reduce their asset closure time and the hazardous exposure of their road workers for the necessary remediation work.
By extending the whole life cycle of existing infrastructures, this retrofitting application based on shape memory effect will also support economic growth and productivity and reduce consumption of traditional raw materials such as concrete and reinforcing steel with high environmental impact and industrial wastes.
The proposed study is aligned to the Call for research into "Identifying risk and building resilience into engineered systems", the forth of the 2015 Engineering Grand Challenges set by EPSRC. The project focuses on retrofitting of highway structures and bridge piers for resilience against impacts but the research outcomes will be applicable also to a wide range of structures such as underground car parks and buildings located close to major roads or vulnerable to malicious vehicle impacts.
Another long term expected impact is that on code recommendations and guidelines. The non-linear modelling of composite materials and structure-vehicle interaction is one of those cases where academia is called to lead practice and transfer its knowledge to industry through the development of design codes and standards. This research will provide analytical, numerical and experimental validation of a technologically advanced material in a novel application and will be particularly fitting for RILEM, the network of Laboratories and Experts in Construction Materials, Systems and Structures, which is committed to stimulating new orientations of research and applications and to prepare and widely disseminate guides to good practice, recommendations and pre-standards.
In the short term, direct pathways to industrial applications can also be expected thanks to a number of intermediary organisations such as the Building Research Establishment, (BRE), the Cambridge Centre for Smart Infrastructure, Innovate UK, etc. working in consultancy, research and testing services to support the infrastructure sector, as laid down in the impact plan.
On a more personal level the work provides the opportunity for the PI and PDRA to develop a number of technical skills and competencies, as well enhance their career development through access to the necessary 'soft' skills training opportunities provided by the host university. As part of the Pathways to Impact activities the PI will visit a leading researcher on the protection of bridges from terroristic attacks in the US and will discuss a joint application to US-Ireland grants, see Letter of Support.
Recent applications for seismic retrofitting of RC members show that SMA-based active confinement possess superior mechanical performance, reduced installation and maintenance time and can be used for emergency repair. These mechanical and practical advantages together with good fatigue and corrosion resistance suggest that shape memory alloy applications could be effective and competitive for transport infrastructure operators (Highways England, Transport Scotland, Department of Economy and Transport in Wales, Roads Service Northern Ireland) as they would mitigate the consequences of vehicle impact and reduce their asset closure time and the hazardous exposure of their road workers for the necessary remediation work.
By extending the whole life cycle of existing infrastructures, this retrofitting application based on shape memory effect will also support economic growth and productivity and reduce consumption of traditional raw materials such as concrete and reinforcing steel with high environmental impact and industrial wastes.
The proposed study is aligned to the Call for research into "Identifying risk and building resilience into engineered systems", the forth of the 2015 Engineering Grand Challenges set by EPSRC. The project focuses on retrofitting of highway structures and bridge piers for resilience against impacts but the research outcomes will be applicable also to a wide range of structures such as underground car parks and buildings located close to major roads or vulnerable to malicious vehicle impacts.
Another long term expected impact is that on code recommendations and guidelines. The non-linear modelling of composite materials and structure-vehicle interaction is one of those cases where academia is called to lead practice and transfer its knowledge to industry through the development of design codes and standards. This research will provide analytical, numerical and experimental validation of a technologically advanced material in a novel application and will be particularly fitting for RILEM, the network of Laboratories and Experts in Construction Materials, Systems and Structures, which is committed to stimulating new orientations of research and applications and to prepare and widely disseminate guides to good practice, recommendations and pre-standards.
In the short term, direct pathways to industrial applications can also be expected thanks to a number of intermediary organisations such as the Building Research Establishment, (BRE), the Cambridge Centre for Smart Infrastructure, Innovate UK, etc. working in consultancy, research and testing services to support the infrastructure sector, as laid down in the impact plan.
On a more personal level the work provides the opportunity for the PI and PDRA to develop a number of technical skills and competencies, as well enhance their career development through access to the necessary 'soft' skills training opportunities provided by the host university. As part of the Pathways to Impact activities the PI will visit a leading researcher on the protection of bridges from terroristic attacks in the US and will discuss a joint application to US-Ireland grants, see Letter of Support.
People |
ORCID iD |
Giuseppina Amato (Principal Investigator) |
Publications
D'Anna J
(2020)
Effectiveness of BFRP confinement on the compressive behaviour of clay brick masonry cylinders
in Composite Structures
D'Anna J
(2019)
On the Use of Digital Image Correlation (DIC) for Evaluating the Tensile Behaviour of BFRCM Strips
in Key Engineering Materials
Deng J
(2017)
Fibre Reinforced Polymer Composites for Structural Applications in Construction
in International Journal of Polymer Science
Minafò G
(2017)
Effect of FRP Wraps on the Compressive Behaviour of Slender Masonry Columns
in Key Engineering Materials
Suhail R
(2020)
Active and passive confinement of shape modified low strength concrete columns using SMA and FRP systems
in Composite Structures
Description | The main project outcomes are in relation to thermo-mechanical characterisation of NiTiNb wire and active confinement of concrete cylinders under axial impact loading (drop tests). The thermo-mechanical characterisation of SMA wires was carried out to assess their suitability for heat activated prestressing and in particular active confinement of concrete under impact loading. NiTiNb SMA wires was investigated under uniaxial monotonic and cyclic loading, and under uniaxial loading and unloading at different strain rates within the quasi-static range. Full-field strain contour maps of specimens were obtained using the digital image correlation (DIC) technique. The tests showed an optimal prestrain level of about 12% for gaining maximum heat activated prestress. Moreover, it was shown that the optimal amount of prestrain is closely dependent on the percentage of Niobium. The wire thermo-mechanical characterisation was used for designing axial impact tests on concrete cylinders. These tests were aimed at modelling the concrete response at medium strain rates under active confinement pressure. Specimens were actively and passively confined using SMA spiral loops. The compressive behavior of confined and unconfined specimens was evaluated in terms of strength ratio, axial and lateral deformation and failure modes. The specimens were subjected to drop tests using a 40kg mass dropped by a range of different heights (from 1m to 5m). Both the impact force and the reaction force at the bottom of the specimens were recorded. The recorded reaction force, which depends on both loading rate and concrete strength, increased by a factor between 2 and 4 for the actively confined specimens compared to the unconfined ones. A main outcome of the project is also the experience and know-how built on drop tests and behaviour of shape memory alloys. update: experimental tests on NiTiNb wire at strain rate between 1/s and 10/s are being currently carried out as part of the follow-up IAA grant. results not yet available |
Exploitation Route | The strength and strain recorded together with the high speed video will be used to provide concrete stress-strain response for non-linear analysis of actively confined concrete structures under impact loading. |
Sectors | Aerospace, Defence and Marine,Construction,Digital/Communication/Information Technologies (including Software),Culture, Heritage, Museums and Collections |
Description | Co-I MSCA Individual fellowship |
Amount | £141,119 (GBP) |
Funding ID | SMArtPlate - A ductile, high energy absorptive and rapid post-tensioning system for extending life of concrete structures (753903) |
Organisation | European Commission |
Department | Horizon 2020 |
Sector | Public |
Country | European Union (EU) |
Start | 01/2018 |
End | 12/2019 |
Description | EPSRC Capital Award |
Amount | £240,000 (GBP) |
Organisation | Engineering and Physical Sciences Research Council (EPSRC) |
Sector | Public |
Country | United Kingdom |
Start | 06/2019 |
End | 03/2020 |
Description | EPSRC Institutional Sponsorship (August 2016) Pump-Priming / Feasibility Studies |
Amount | £10,000 (GBP) |
Organisation | Queen's University Belfast |
Sector | Academic/University |
Country | United Kingdom |
Start | 11/2016 |
End | 03/2017 |
Description | impact accelerator account |
Amount | £10,000 (GBP) |
Funding ID | IAA-05-1118 |
Organisation | Engineering and Physical Sciences Research Council (EPSRC) |
Sector | Public |
Country | United Kingdom |
Start | 06/2019 |
End | 03/2020 |
Description | Supervising and hosting of external PhD student |
Organisation | University of Palermo |
Country | Italy |
Sector | Academic/University |
PI Contribution | Supervision of experimental testing of the PhD student in Queen's University Belfast |
Collaborator Contribution | Co-authoring of papers |
Impact | -2 journal papers: doi: 10.1016/j.compstruct.2020.112558 doi: 10.4028/www.scientific.net/KEM.747.85 doi: 10.4028/www.scientific.net/KEM.817.377 -3 conference papers |
Start Year | 2017 |
Description | Visit to University of Austin Texas |
Form Of Engagement Activity | A talk or presentation |
Part Of Official Scheme? | No |
Geographic Reach | International |
Primary Audience | Postgraduate students |
Results and Impact | Visit to University of Austin Texas and invited talk on the EPSRC grant. The seminar was aimed at PhD students and academics and it focused on shape memory alloy characterization. The visit's goal was also to discuss a potential grant application under the US-Ireland scheme. |
Year(s) Of Engagement Activity | 2017 |