| The use of vehicle acceleration measurements to estimate road roughness A González, EJ O'brien, YY Li, K Cashell Vehicle system dynamics 46 (6), 483-499, 2008 | 346 | 2008 |
| Nonlinear three–dimensional finite–element modelling of reinforced–concrete beams: Computational challenges and experimental validation A Earij, G Alfano, K Cashell, X Zhou Engineering Failure Analysis 82, 92-115, 2017 | 168 | 2017 |
| Experimental evaluation of the mechanical properties of steel reinforcement at elevated temperature AY Elghazouli, KA Cashell, BA Izzuddin Fire Safety Journal 44 (6), 909-919, 2009 | 159 | 2009 |
| Ferritic stainless steels in structural applications KA Cashell, NR Baddoo Thin-Walled Structures 83, 169-181, 2014 | 135 | 2014 |
| Elevated temperature material properties of stainless steel reinforcing bar L Gardner, Y Bu, P Francis, NR Baddoo, KA Cashell, F McCann Construction and Building Materials 114, 977-997, 2016 | 106 | 2016 |
| Bond-slip behaviour of steel fibres in concrete after exposure to elevated temperatures S Abdallah, M Fan, KA Cashell Construction and Building Materials 140, 542-551, 2017 | 87 | 2017 |
| Flexural analysis and design of stainless steel reinforced concrete beams M Rabi, KA Cashell, R Shamass Engineering Structures 198, 109432, 2019 | 81 | 2019 |
| Structural performance of stainless steel reinforced concrete members: A review M Rabi, R Shamass, KA Cashell Construction and Building Materials 325, 126673, 2022 | 71 | 2022 |
| Bond behaviour of austenitic stainless steel reinforced concrete M Rabi, KA Cashell, R Shamass, P Desnerck Engineering Structures 221, 111027, 2020 | 58 | 2020 |
| Pull-out behaviour of straight and hooked-end steel fibres under elevated temperatures S Abdallah, M Fan, KA Cashell Cement and Concrete Research 95, 132-140, 2017 | 49 | 2017 |
| Experimental investigation into the flexural behaviour of basalt FRP reinforced concrete members R Shamass, KA Cashell Engineering Structures 220, 110950, 2020 | 47 | 2020 |
| Analysis of restrained composite beams exposed to fire using a hybrid simulation approach MA Khan, L Jiang, KA Cashell, A Usmani Engineering Structures 172, 956-966, 2018 | 46 | 2018 |
| Analysis of stainless steel-concrete composite beams R Shamass, KA Cashell Journal of Constructional Steel Research 152, 132-142, 2019 | 41 | 2019 |
| Behaviour of composite beams made using high strength steel R Shamass, KA Cashell Structures 12, 88-101, 2017 | 38 | 2017 |
| Post-fire mechanical properties of carbon steel and safety factors for the reinstatement of steel structures T Molkens, KA Cashell, B Rossi Engineering structures 234, 111975, 2021 | 34 | 2021 |
| Elevated temperature material behaviour of high-strength steel D A. Winful, KA Cashell, S Afshan, AM Barnes, RJ Pargeter Proceedings of the Institution of Civil Engineers-Structures and Buildings …, 2017 | 33 | 2017 |
| Failure assessment of lightly reinforced floor slabs. I: Experimental investigation KA Cashell, AY Elghazouli, BA Izzuddin Journal of structural engineering 137 (9), 977-988, 2011 | 32 | 2011 |
| Yb-fibre laser welding of 6 mm duplex stainless steel 2205 M Bolut, CY Kong, J Blackburn, KA Cashell, PR Hobson Physics Procedia 83, 417-425, 2016 | 31 | 2016 |
| Ultimate behaviour and serviceability analysis of stainless steel reinforced concrete beams M Rabi, KA Cashell, R Shamass Engineering Structures 248, 113259, 2021 | 28 | 2021 |
| Experimental and analytical assessment of ductility in lightly reinforced concrete members KA Cashell, AY Elghazouli, BA Izzuddin Engineering structures 32 (9), 2729-2743, 2010 | 28 | 2010 |
Barbara E.D. RossiAssistant Professor, University of Oxford, UKDirección de correo verificada de new.ox.ac.uk
