Transforming Urban Environments (TRUE)
The Vision of the TRUE Research Group is to apply its multi-disciplinary expertise to address this mission-orientated challenge; the development and maintenance of ever-changing urban environments – in a sustainable and ethical way.
About
Aims
The main aim of the TRUE Group is to conduct research into infrastructure in urban environments at the forefront of practice, with particular emphasis on making cities inclusive, safe, resilient and sustainable. The Research Group has two principal objectives to be met within the first three years:
- i) to co-develop and maintain a portfolio of industry and research projects that are closely linked to industry activities in addressing the Net Zero agenda in an urban infrastructure context.
- ii) to nurture strong and enduring partnerships with important stakeholders, including academic, industry and NGOs.
Mission statement
The threat to the world’s people, environment and health is one of sustainability. Sustainability is not just an energy/environmental concept but also includes social equity and economic sustainability. This leads to the concept of the triple bottom line that encompasses all these interrelated aspects.
This framework has evolved and been adopted by many other types of organisations as well as in local and national governments around the world to assess the sustainability of their operations across these three domains. In a more universal sense these can be considered as measures of how Social Equity, the Environment and the Economy are sustained and grown sustainably. Engineering has a role in all the UN’s Sustainable Development Goals and this group feels that there is one key goal that City, University of London is particularly well-placed to address.
This is “Goal 11: Make cities inclusive, safe, resilient and sustainable”. This SDG Goal has been embraced by many construction industry leaders. Current relevant pledges relate directly to the construction industry include ConcreteZero and SteelZero, pledging 100% net zero materials by 2050 and the City of London’s Climate Action Strategy which commits to net zero within the Square Mile by 2040.
These pledges are driving a dramatic change in the construction industry’s approach to infrastructure development. The Mission of this Research Group is to apply its considerable existing expertise to address this mission-orientated challenge; the development and maintenance of urban environments – in a sustainable and ethical way.
Associated Projects
3DMBC is the UK's largest research group working in 3-dimensional modular building construction and it includes several projects. Research covers steel, light gauge steel and timber modular construction and particular emphasis is given on novel connection systems that allow dismantling and reuse.
The group focuses on the development of optimised and reusable steel connections for modular building systems (MBS) aiming to embrace resilience and sustainability in the construction sector.
RapidRebuildUkraine is a partner group between City, the Steel Construction Institute, Birmingham University and an Industrial partner (Metek) sharing a common aim, to rebuild Ukraine's destroyed cities and build quickly and safely modular buildings.
The initiative RapidRebuildUkraine is aimed at building capabilities and manufacturing infrastructure in modular construction in Ukraine, including pilot projects and tests to satisfy Ukrainian functionality requirements and to demonstrate the rapid building process.”
People
Leads
- Dr Sam Divall (Director)
- Professor Konstantinos Tsavdaridis (Deputy Director)
Steering group
- Professor Sarah Stallebrass
- Dr Miguel Bravo Haro
- Dr Andrew McNamara
- Dr Chetan Jagadeesh
- Visiting Professor Michael Davies
Members
- Dr Tatyana Micic
- Dr Feng Fu
- Dr Panagiotis Mergos
- Dr Sumsun Naher
- Dr Lara Silvers
- Dr Sathiskumar Ponnusami
- Dr Sara Heitlinger
- Professor Christoph Bruecker
- Dr Shiqiang Yan
- Professor Ashraf Ayoub
Featured profile
Dr Sam Divall
Projects
Potential
Improving access to underground space
Principal Investigator: Dr Sam Divall
Description: The development of urban infrastructure often requires complex engineering solutions to access an underground space. These structures often can take the form of concourse tunnels, passageways, shafts and launch portals which are often erected in areas where space is limited. The construction processes involved in the creation of these structures often have a reasonably high level of uncertainty attached due to the complex soil to structure interaction taking place. City, University of London’s geotechnical centrifuge facility allows for these construction processes to be investigated using well-controlled physical modelling techniques. Model scale observations can be advantages in understanding the uncertainties at the prototype scale.
How to apply for a Research degree at City, University of London
Characterising the performance of recycled demolition waste for construction
Principal Investigator: Dr Richard Goodey
Description: Recycled demolition waste can be used in a number of engineering applications for example, as fill. This waste generally comprises crushed concrete which would otherwise be sent to landfill. In order to maximise usage of recycled waste, confidence needs to be assured in the engineering properties of the material. These properties could include strength (angle of friction), particle strength, compaction and crushing characteristics. As these types of materials often have large particle sizes, large scale testing would be required but, for practicing engineers, some methods whereby small scale analogues could be tested would be most beneficial. The large scale testing facilities at City, University of London allow testing of full size particulate materials that would be otherwise be impractical using conventional apparatus.
How to apply for a Research degree at City, University of London
Current
Development of layered models for centrifuge testing
Researcher: Eric Ritchie
Supervisors: Dr Richard Goodey and Dr Sam Divall
Description: Centrifuge models are usually made from reformed soil, creating a uniform homogeneous model. However, there is a fundamental disparity between this process and the deposition of natural soils, because natural soil are deposited in layers creating a unique structure. This structure is important for modelling true soil behaviour because some essential soil properties (such as permeability, stiffness and strength) are not identical in all directions, this research will:
- Develop a technique for producing layered soil models
- To perform element tests to determine soil properties
- Undertake well documented centrifuge experiments for comparison with homogeneous models
Outputs: Divall et al. (2018)
The mechanical response of recycled aggregate/rubber composite soils used as working platforms
Researcher: Ciaran Kennedy
Supervisors: Professor Sarah Stallebrass and Dr Joana Fonseca
Description: This research aims to investigate the mechanical behaviour of a novel mixture of recycled aggregate and shredded rubber from tyres to be used to create a working platform for construction plant. At present, working platforms commonly comprise crushed construction waste which degrades during use and is usually sent to landfill when no longer required on site. The rubber is expected to reduce the degradation and can be re-used if screened out of the working platform material. Consequently, the thickness of the working platform will be reduced creating a saving in material required and hence the lorry movements necessary to supply the material. There will also be a reduction in material sent to landfill.
The rubber-aggregate mixtures will be investigated at full scale and reduced scale using X-ray tomography, conventional laboratory testing, the large shear-box soon to be commissioned in the Structures Laboratory and field testing. Experimental methods will be combined with numerical analysis including the μFEM analysis method (Nadimi & Fonseca, 2018).
Objectives:
- To investigate the strength of recycled aggregate/rubber shred mixtures and the dependence of strength on the micro mechanical response of the mixtures, at a range of confining stresses consistent with loads from construction plant.
- To investigate the effect of rubber shreds on the degradation of recycled aggregates under cyclic loads from construction plant.
- To establish optimum aggregate/rubber mixtures and size ratios for recycled aggregate/rubber shred mixtures.
- To develop design guidance for working platforms constructed from recycled aggregate/rubber shred mixtures.
Influence of stress history, time and soil-structure interaction on ground movements associated with tunnel excavations in clay
Researcher: Hashmi Sohawon
Supervisor: Professor Neil Taylor
Description: This research project assesses the suitability of simple solutions and finite element analyses in the prediction of ground movements caused by tunnelling. Field measurement data and experimental data gathered from previous centrifuge model tests are used to back analyse and evaluate the accuracy of both simple calculations and more complex finite element analyses using the three-surface kinematic hardening constitutive model. A particular feature of the finite element analyses is to explore the effects of recent stress history on the ground movements induced by twin tunnel construction. The research incorporates verification analyses and a numerical parametric study on ABAQUS and the results will assist in the understanding of this complex soil behaviour while normalised design curves will be proposed for use by the industry.
Outputs: Sohawon et al. (2018)
Safety of working platforms for tracked plant formed from construction demolition waste
Researcher: Greta Tanghetti
Supervisor: Dr Richard Goodey
Description: The key design criterion for working platform design is whether it can safely support the application of an extremely high monotonic load applied eccentrically through the tracks of plant. Thus, the design criterion is stability. The BRE guide idealises this load case as load acting over an equivalent area, rectangular in plan, which lies on layered ground. The depth of the upper layer, the working platform, is determined by assuming a punch through failure mechanism in this layer and conventional bearing capacity failure in the subgrade. Designers following this method then need to determine the appropriate angle of friction to be used in the calculation of the resistance of the platform material (construction demolition waste) to punching failure. The aim of this approach is to provide a conservative design method given that insufficient data exists.
This research project is supported by The Centre of Excellence in Temporary Works and Construction Method Engineering and the Temporary Works Forum (TWf).
Outputs: Tanghetti et al. (2019), Tanghetti (2018) and Tanghetti et al. (2018)
Application of image analysis for geotechnical centrifuge modelling
Researchers: Dr Sam Divall, Dr Binh Le, Dr Sadegh Nadimi & Dr Richard Goodey
Description: This project aims to advance the technique of using Close range photogrammtry and image processing to record the surface and subsurface patterns of movements in clay during geotechnical centrifuge modelling. Systems have been developed which measure three-dimensional (3D) deformations of a soil surface in geotechnical experiments. Three, 2 megapixel industrial cameras were synchronised and used to capture images of a deforming soil surface. The images were used to reconstruct the observed scene to a high-density, accurate 3D point cloud. In addition, the work developed a new set-up for measuring a two dimensional displacement field using particle image velocimetry (PIV). The system makes use of the texture (intensity of pixel) of images to determine the accurate pattern of pre-failure ground movements. This study highlights the benefits of new technology and provides guidelines to minimise artefacts in image processing.
Outputs: Le et al. (2018), Le et al. (2017) and Nadimi et al. (2016)
Bearing capacity of sheet piled foundations
Researchers: Dr Jignasha Panchal, Dr Andrew McNamara & Dr Richard Goodey
Description: A hybrid foundation system using sheet piles and a pile cap was developed with a view to increasing the sustainability within the construction industry. This new foundation system was tested against a conventional solid circular concrete bored pile using centrifuge modelling techniques. Comparisons of initial bearing capacity results between the new foundation and the traditional pile illustrated the potential benefits of using a hybrid foundation.
Outputs: Panchal et al. (2016) and Panchal et al. (2018)
Smart wind-barriers for traffic and bridge protection
Project funded by the Department for Transport through T-TRIG. PI: Dr Alfredo Camara, Co-I: Dr Chetan Jagadeesh. Project partners: Highways England and Connect Plus Services.
The project aims at developing a cost-effective wind shielding that adapts to the existing weather conditions in order to maximise the protection to the vehicles while reducing the forces transmitted to the structure, making this solution ideal to extend the traffic operability in new and existing bridges.
Download the public report here.
Machine learning based tall building design and planning for wind human comfort in urban environments
(Knowledge Transfer Partnership-KTP, Innovate UK;
Principle Investigator: Dr Agathoklis Giaralis
Co-Investigator: Dr Chetan Jagadeesh
Industry partner: AKT-II Ltd.
Successes
Interaction between new and existing buried infrastructure
Researcher: Dr Binh Le (previously Dr Sam Divall)
Supervisor: Dr Richard Goodey
Description: The primary objective of the research is to establish clear, relatively simple guidelines for the construction of shafts in close proximity to existing structures. The research will centre on addressing current issues of concern and the main aims are:
- To evaluate the source, distribution and extent of ground movements caused by shaft construction in clay.
- To evaluate the effect of these movements on nearby existing infrastructure.
- To investigate the influence of the shaft's cross-sectional shape, particularly the orientation of the major and minor axes of an elliptical shaft relative to existing infrastructure.
This research project is supported by The Leverhulme Trust.
Outputs: Le et al. (2019) and Divall & Goodey (2016)
Minimising ground movements in soft soils adjacent to excavations
Researcher: Dr Jignasha Panchal
Principal Investigator: Dr Andrew McNamara
Description: Centrifuge modelling techniques will investigate methods of reducing ground movements in soft clays arising from deep excavations. This project will focus on feasible construction methods that can be implemented on site to reduce the effects of heave and subsequently mitigate movements behind the wall.
Outputs: Panchal (2018), Panchal et al. (2018), Panchal et al. (2017), and
Panchal et al. (2017) Effects of wall embedment on base heave failure arising from deep excavations in soft soils, Proceedings in the 9th International Symposium on Geotechnical Aspects of Underground Construction in Soft Ground, Sao Paulo, Brazil.
Panchal & McNamara (2016) Excavation techniques to reduce ground movements in soft soils, Proceedings in the 14th BGA Young Geotechnical Engineering Symposium, Glasgow, Scotland.
Compensation grouting to control ground movements around deep excavations
Researcher: Dr Hitesh Halai
Supervisor: Dr Andrew McNamara
Description: The London Geotechnical Centrifuge is used to model compensation grouting behind a retained 12m deep excavation. The research study examines the effectiveness of the technique in controlling surface ground movements and the impact on the retaining wall during and after an excavation. The results could provide a better understanding of the limitations present when considering its use behind excavations.
Outputs: Halai (2018), Halai & McNamara (2014) and Halai et al. (2012)
Evaluation of extraction forces for pile casings
Researchers: Dr Jignasha Panchal, Dr Andrew McNamara & Dr Rohit Gorasia
Description: The Federation of Piling Specialists published guidelines for calculating the pullout forces of temporary steel casings used in rotary bored pile construction. The research was undertaken in collaboration with Balfour Beatty Ground Engineering and Cementation Skanska Ltd which involved field testing and a series of centrifuge tests. The centrifuge tests were carried out using the geotechnical centrifuge facility at City, University of London. An assessment has been made of the influence of casing diameter, embedment and overburden stress on pullout forces.
Outputs: Gorasia et al. (2014) and Panchal & McNamara (2017).
The stress transmission in a granular system
Researcher: Dr Sadegh Nadimi
Supervisor: Dr Joana Fonseca
Description: The proposed research focuses on the investigation of the mechanical properties of granular materials across the scales. It includes the development of 3D image-based µFE modelling to simulate the grain-to-grain interactions under a variety of loading scenarios and compute the internal maps of strain and stresses. This will help establishing the link between the micro phenomena and the macro response and contribute towards improving geotechnical design.
Outputs: Nadimi (2017), Nadimi & Fonseca (2017a) and Nadimi & Fonseca (2017b)
Multiscale modelling of shelly carbonate sands for foundation design of offshore structures (MuMShell)
Researcher: Dr Deqiong Kong
Principal Investigator: Dr Joana Fonseca
This is an EPSRC First Grant funded project.
Outputs: Kong & Fonseca (2019), Fonseca et al. (2018), Kong & Fonseca (2018), Nadimi & Fonseca (2017) and Kong & Fonseca (2017)
Investigation into the primary fabric of stress transmitting particles in sand
Principal Investigator: Dr Joana Fonseca
Description: This study investigates the networks of stress transmitting particles based on the geometrical data obtained from micro-CT images. This study contributes with unique insights into the influence of contact and grain morphologies on the process of the stress transmission from grain-to-grain and consequently, on the deformation and macro-scale response of the material.
Outputs: Fonseca et al. (2015)
The effect of soil reinforcement on tunnel face stability in clay
Researcher: Dr Binh Le
Supervisor: Professor Neil Taylor
Description: In weak or unstable ground conditions, tunnelling induced movements could be controlled by providing Forepoling Umbrella System ahead of the tunnel face. This research, through centrifuge modelling techniques, aims to obtain the key features affecting the efficiency.
Outputs: Le & Taylor (2018), Le & Taylor (2017), Le & Taylor (2016), Le et al. (2015) and Le & Taylor (2014)
Centrifuge modelling of tunnelling with forepoling
Researcher: Dr Sam Divall
Co-researchers: Professor Neil Taylor & Dr Ming Xu
Description: Construction techniques are conducted to form a pre-lining in unfavourable ground conditions when tunnelling. Often this technique can take the form of injected grout steel pipes as forepoling by or the installation of bars around the periphery of the face, typically over the upper quarter or third of the excavated profile. A series of eight plane strain centrifuge model tests investigating the effect of inserting inclusions around the annulus of a single tunnel in overconsolidated clay has been conducted using the geotechnical centrifuge at City, University of London.
Outputs: Divall et al. (2016)
The disaggregation of soil during slurry tunnelling
Researcher: Dr Neil Phillips
Supervisor: Professor Sarah Stallebrass
Description: The research project has designed a laboratory mixing test using a planetary mixer to aid in the prediction of the grading of excavated soil after transportation through the slurry pipeline. To aid in the disaggregation breakdown, soil classification tests were also carried out. Understanding the amount a soil disaggregates during transportation is key when specifying the separation plant.
Outputs: Stallebrass et al. (2015) and Phillips et al. (2014)
Microstructure evolution during cone penetration in silt (Collaboration with NTNU Trondheim, Norway)
Principal Investigator: Dr Joana Fonseca
Description: This project looks at the change in soil microstructure around the probe during cone penetration to investigate the failure mechanism and the processes controlling drainage in silt. It uses image analysis of backscattered electron (EPMA) images of polished thin sections prepared from frozen samples. Understanding the mechanisms of grain reorientation following cone penetration can help explaining the drainage patterns controlling the cone resistance and the development of pore pressures.
Outputs: Paniagua et al. (2015)
Ground movements associated with twin-tunnel construction in clay
Researcher: Dr Sam Divall
Supervisor: Dr Richard Goodey
Description: Therefore, a series of plane strain centrifuge tests was carried out investigating twin tunnelling-induced settlements in overconsolidated clay. Apparatus necessary to perform these tasks required a significant amount of time to develop and was relatively complex. The main variables were the spacing between the tunnels, both horizontally and vertically, and the magnitude of volume loss. The tests were conducted at 100g where the cavities represented two 4m diameter tunnels at (usually) a depth of 10m at prototype scale. The tests utilised novel apparatus designed during the research to enable the simulation of the construction processes related to volume loss in separate sequential tunnels.
Outputs: Divall & Goodey (2012), Divall et al. (2014), Divall & Goodey (2015), Divall et al. (2017a) & Divall et al. (2017b)
Behaviour of ribbed piles in clay
Researcher: Dr Rohit Gorasia
Supervisor: Dr Andrew McNamara
Description: This research concerns the influence of ribs on the ultimate capacity of a bored pile in overconsolidated clay. Ribbed bored piles are known to give increased shaft capacity in comparison to conventional straight shafted bored piles. Experimental data were obtained from a series of 23 centrifuge model tests undertaken at 50g. The geometry of the model was such that it was possible to test two piles with each test. Of the two piles tested one was always a plain pile, this allowed for direct comparison to the ribbed pile in the same test and hence any inconsistency in the soil sample to be accounted for. The performance of several rib designs and spacings were investigated, whilst the pile inner diameter and length remained constant. A series of datum tests were conducted to verify the accuracy and repeatability of the testing equipment. Four rib types were tested; concentric ribs, helical ribs, tapered ribs and under reamed ribs. The use of ribs was found to always increase the ultimate capacity of a pile. Of all the rib profiles tested the helical profile was shown to be the most effective.
Outputs: McNamara & Gorasia (2016)
Facilities
Civil Engineering Laboratory
We have access to an array of recently refurbished facilities, including exceptional laboratories.
The Geotechnical Centrifuge Facility is the centrepiece of the Civil Engineering Laboratory which also accommodates a large flexible laboratory space used for centrifuge model preparation, model testing at 1g, concrete testing and teaching. Adjacent to this are concrete mixing and casting facilities, a temperature-controlled soil element testing laboratory and a concrete durability laboratory.
Structures Laboratory
In addition we have access to a Strong Floor and loading frames including new strong-wall being developed for lateral loading of column and tall structures. This particular facility has seen £800K investment in equipment for teaching and research including high flow computer controlled hydraulic loading for static, cyclic and dynamic & hybrid testing with ring-main, static compression up to 12MN and 50kN tension testing for steel materials.
Wind Tunnel
The Department of Engineering have also initially agreed to the use of their Wind Tunnel Laboratory facilities. These are renowned for being newly upgraded and leading-edge facilities.
Publications
The most recent publications of Group members are listed here. For a complete listing or to search for specific publications please visit City Research Online.
Cai, B., Xu, L., Wang, L. & Fu, F. 
ORCID: 0000-0002-9176-8159 (2026).
Multi-objective Optimization of Mix Proportion for Volcanic Scoria Concrete Using Response Surface Methodology.
International Journal of Concrete Structures and Materials, 20(1),
article number 42.
doi: 10.1186/s40069-026-00915-3
Camara, A., Jagadeesh, C. & Divall, S. ORCID: 0000-0001-9212-5115 (2026).
Wind-vehicle-bridge interaction and driving safety reliability under skew winds.
Engineering structures, 365,
article number 123243.
doi: 10.1016/j.engstruct.2026.123243
Yang, Y-F. & Fu, F. ORCID: 0000-0002-9176-8159 (2026).
Structural performance of rectangular CFST slender columns under axial partial compression.
Engineering Structures, 360,
article number 122836.
doi: 10.1016/j.engstruct.2026.122836
Divall, S. ORCID: 0000-0001-9212-5115, Davies, M. C. R., Stallebrass, S. E. ORCID: 0000-0002-3747-9524 , Gorasia, J. & Zamara, K. (2026).
Volume change observations from giant direct shear box tests on recycled 6F5 aggregates.
In: Pistrol, J., Adam, D. & Schweiger, H. F. (Eds.),
Proceedings of the 21st International Conference on Soil Mechanics and Geotechnical Engineering.
21st International Conference on Soil Mechanics and Geotechnical Engineering, 14-19 Jun 2026, Vienna, Austria.
doi: 10.53243/ICSMGE2026-1706
Divall, S. ORCID: 0000-0001-9212-5115, Sabaliauskaite, G., McNamara, A. M. ORCID: 0000-0002-3452-0800 & Stallebrass, S. E. ORCID: 0000-0002-3747-9524 (2026).
Shear box tests to explore the soil-structure interface of model piles created using 3D printing techniques.
In: Pistrol, J., Adam, D. & Schweiger, H. F. (Eds.),
Proceedings of the 21st International Conference on Soil Mechanics and Geotechnical Engineering.
21st International Conference on Soil Mechanics and Geotechnical Engineering, 14-19 Jun 2026, Vienna, Austria.
doi: 10.53243/ICSMGE2026-1726
Stallebrass, S. E. ORCID: 0000-0002-3747-9524, Divall, S. ORCID: 0000-0001-9212-5115 & Kirubagaran, A. (2026).
Characterisation of the mechanical behaviour of layered clay sedimented using a geotechnical centrifuge.
In: Pistrol, J., Adam, D. & Schweiger, H. F. (Eds.),
Proceedings of the 21st International Conference on Soil Mechanics and Geotechnical Engineering.
21st International Conference on Soil Mechanics and Geotechnical Engineering, 14-19 Jun 2026, Vienna, Austria.
doi: 10.53243/ICSMGE2026-1753
Youssef, H., Fabian, M. ORCID: 0000-0002-9192-4254, Khanafer, M. , Naher, S., Grattan, K. T. V. ORCID: 0000-0003-2250-3832 & Sun, T. (2026).
Machine Learning Models for Analyzing FBG Pressure Sensor Data in Monitoring Leak in Water Pipeline.
IEEE Internet of Things Journal, 13(12),
pp. 27274-27281.
doi: 10.1109/jiot.2026.3679428
Le, B. ORCID: 0000-0001-7760-4134, Divall, S. ORCID: 0000-0001-9212-5115, Davies, M. & Nguyen, T. (2026).
Short-term surface settlements induced by EPBM twin tunnelling in saturated sandy soils.
Tunnelling and Underground Space Technology, 171,
article number 107482.
doi: 10.1016/j.tust.2026.107482
Wei, B., Xiao, P., Fu, F. ORCID: 0000-0002-9176-8159 & Li, Z. (2026).
Dynamic behaviour of RC flat slabs under instantaneous column removal.
Proceedings of the Institution of Civil Engineers - Structures and Buildings, 179(5),
pp. 555-571.
doi: 10.1680/jstbu.25.00199
Quiroz, M. E. ORCID: 0009-0007-2582-6860, Kuncham, E., Ponnusami, S. A. & Bravo-Haro, M. A. ORCID: 0000-0003-0757-777X (2026).
Data‐Driven Damage Detection on a Temperature‐Varying Turbine Blade Using Multiple Sensor Modalities.
Structural Control and Health Monitoring, 2026(1),
article number 7943746.
doi: 10.1155/stc/7943746
Kiarad, H., Memarpour, M. M., Soltanieh, S. & Mergos, P. ORCID: 0000-0003-3817-9520 (2026).
Seismic Vulnerability Assessment of Skewed Concrete I-girder Bridges Considering Various Structural Systems.
Sustainable and Resilient Infrastructure, 11(3),
pp. 343-370.
doi: 10.1080/23789689.2025.2540129
Cai, B., Wang, Y., Zhang, L. , Wang, L. & Fu, F. ORCID: 0000-0002-9176-8159 (2026).
Axial compressive capacity of volcanic scoria concrete-filled circular steel tube stub columns.
Journal of Constructional Steel Research, 239,
article number 110233.
doi: 10.1016/j.jcsr.2026.110233
Cai, B., Zhou, R., Wang, L. & Fu, F. ORCID: 0000-0002-9176-8159 (2026).
Seismic performance of steel fiber reinforced coal gangue concrete beam‐column joints.
Structural Concrete, 27(2),
pp. 1899-1918.
doi: 10.1002/suco.70217
Qian, K., Xiao, P., Lan, X. , Fu, F. ORCID: 0000-0002-9176-8159 & Li, Z. (2026).
Behavior of two-storey welded steel frames strengthened with external prestressed strands.
Journal of Constructional Steel Research, 239,
article number 110236.
doi: 10.1016/j.jcsr.2026.110236
Vijayananth, K., Pudhupalayam Muthukutti, G. & Naher, S. ORCID: 0000-0003-2047-5807 (2026).
Enhancing hydrogen storage in Mg alloys: Role of alloying, reinforcements, and severe plastic deformation techniques.
Next Materials, 11,
article number 101741.
doi: 10.1016/j.nxmate.2026.101741
Tajudin, M. F. M., Ahmad, A. H., Alias, J. , Maarof, M. R. & Naher, S. ORCID: 0000-0003-2047-5807 (2026).
Application of Response Surface Methodology for Optimizing Direct Thermal Method Parameters of Al-Si Alloys with Mg Addition.
Journal of Materials Engineering and Performance,
doi: 10.1007/s11665-026-13905-z
Gao, S., Xu, J., Fu, F. ORCID: 0000-0002-9176-8159 , Huang, Z., Demonceau, J. F. & Yang, J. (2026).
Mechanistic-data-driven modeling of multi-material composite columns: Toward intelligent lightweight design.
Engineering Structures, 352,
article number 122134.
doi: 10.1016/j.engstruct.2026.122134
Qin, J-G., Lu, S-Y., Zhang, W-W. , Fu, F. ORCID: 0000-0002-9176-8159 & Qian, K. (2026).
Study on progressive collapse resistance of steel beam-column structures with column tree connection under edge column failure.
Engineering Structures, 352,
article number 122055.
doi: 10.1016/j.engstruct.2025.122055
Tajudin, M. F. M., Ahmad, A. H., Alias, J. , Alang, N. A. & Naher, S. ORCID: 0000-0003-2047-5807 (2026).
Microstructural Evolution of Al-Si Alloys with Varying Magnesium Content Prepared by Direct Thermal Method.
Metallography, Microstructure, and Analysis,
doi: 10.1007/s13632-026-01328-0
Li, Y., Cao, F., Yan, S. ORCID: 0000-0001-8968-6616 , Li, D. & Shi, H. (2026).
Experimental study of a segmented-buoy wave energy converter integrated with a monopile-based offshore wind turbine.
Energy, 346(346),
article number 140210.
doi: 10.1016/j.energy.2026.140210
Li, Y., Cao, F., Yan, S. ORCID: 0000-0001-8968-6616 , Shi, H., Wang, T., Teng, B. & Shi, H. (2026).
Comparative experimental study of torus and segmented-buoy wave energy converters integrated with a monopile-supported offshore wind turbine.
Ocean Engineering, 348,
article number 124065.
doi: 10.1016/j.oceaneng.2025.124065
Zhang, Y., Wang, J., Fu, F. ORCID: 0000-0002-9176-8159 , Gao, S. & Niu, X. (2026).
Mechanism and control method of anti-collapse resistance of novel bolted endplate joints.
Journal of Constructional Steel Research, 237(Part B),
article number 110142.
doi: 10.1016/j.jcsr.2025.110142
Sahu, R., Harursampath, D., Banerjee, J. R. & Ponnusami, S. A. ORCID: 0000-0002-2143-8971 (2026).
Asymptotically-correct modified strain gradient modelling of micro and nano beams.
Mathematics and Mechanics of Solids,
doi: 10.1177/10812865261417688
Martinez, Q., Jagadeesh, C., Manolesos, M. ORCID: 0000-0002-5506-6061 & Omidyeganeh, M. ORCID: 0000-0002-4140-2810 (2026).
Leading-edge vortex monitoring in dynamically stalled flows via persistent homology.
Computers & Fluids, 306,
article number 106931.
doi: 10.1016/j.compfluid.2025.106931
Ucur, M., Divall, S. ORCID: 0000-0001-9212-5115, Stallebrass, S. E. ORCID: 0000-0002-3747-9524 , Taylor, N. ORCID: 0000-0002-8103-0433, Davies, M. C. R. & McNamara, A. M. ORCID: 0000-0002-3452-0800 (2026).
Short-term structural response of a model shaft linear as a baseline to inform a simulated shaft breakout in clay.
Paper presented at the 21st International Conference on Soil Mechanics and Geotechnical Engineering, 14-19 Jun 2026, Vienna, Austria.
Lacevic, H., Kovacevic, A. ORCID: 0000-0002-8732-2242, Read, M. ORCID: 0000-0002-7753-2457 & Ponnusami, S. A. (2026).
Rotor Profile Design for Internally Geared Screw Machines Using Deep Neural Network.
In:
14th International Conference on Compressors and Their Systems.
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