Dr Jawed Qureshi
Name | Dr Jawed Qureshi |
---|---|
ORCID | https://orcid.org/0000-0003-0754-6420 |
Job title | Senior Lecturer |
Email address | j.qureshi@uel.ac.uk |
Research institute | Architecture, Computing & Engineering |
Research outputs
Finite Element Modelling of Shear Stud Behaviour in Composite Beams with Parallel Steel Decking
Qureshi, J. 2025. Finite Element Modelling of Shear Stud Behaviour in Composite Beams with Parallel Steel Decking. The Ninth International Conference on Structural Engineering, Mechanics and Computation (SEMC 2025). Cape Town South Africa 01 - 03 Sep 2025 CRC Press: Taylor & Francis Group.A Review of Fibre Reinforced Polymer Bridges
Qureshi, J. 2023. A Review of Fibre Reinforced Polymer Bridges. Fibers. 11 (5), p. 40. https://doi.org/10.3390/fib11050040A Review of Recycling Methods for Fibre Reinforced Polymer Composites
Qureshi, J. 2022. A Review of Recycling Methods for Fibre Reinforced Polymer Composites. Sustainability. 14 (Art. 16855). https://doi.org/10.3390/su142416855Fibre-Reinforced Polymer (FRP) in Civil Engineering
Qureshi, J. 2022. Fibre-Reinforced Polymer (FRP) in Civil Engineering. in: Li, L. (ed.) Next Generation Fiber-Reinforced Composites - New Insights London, UK IntechOpen.Behaviour of steel end plate bolted beam-to-column joints
Qureshi, J. and Shrestha, S. 2022. Behaviour of steel end plate bolted beam-to-column joints. The Eighth International Conference on Structural Engineering, Mechanics and Computation (SEMC 2022). Cape Town, South Africa 05 - 07 Sep 2022 CRC Press. https://doi.org/10.1201/9781003348443-154Bolted and hybrid beam-column joints between I-shaped FRP profiles Chapter Bolted and hybrid beam-column joints between I-shaped FRP profiles
Qureshi, J., Nadir, Y. and John, S. K. 2022. Bolted and hybrid beam-column joints between I-shaped FRP profiles Chapter Bolted and hybrid beam-column joints between I-shaped FRP profiles. The Eighth International Conference on Structural Engineering, Mechanics and Computation (SEMC 2022). Cape Town, South Africa 05 - 07 Sep 2022 CRC Press. https://doi.org/10.1201/9781003348443-244A Review of Fibre Reinforced Polymer Structures
Qureshi, J. 2022. A Review of Fibre Reinforced Polymer Structures. Fibers. 10 (Art. 27). https://doi.org/10.3390/fib10030027Cyclic Response of Bolted and Hybrid Pultruded FRP Beam-Column Joints between I-Shaped Sections
Qureshi, J., Nadir, Y. and John, S. K. 2021. Cyclic Response of Bolted and Hybrid Pultruded FRP Beam-Column Joints between I-Shaped Sections. Fibers. 9 (Art. 66). https://doi.org/10.3390/fib9110066Static and fatigue performance of resin injected bolts for a slip and fatigue resistant connection in FRP bridge engineering
Zafari, Behrouz, Qureshi, J., Mottram, J. Toby and Rusev, Rusi 2016. Static and fatigue performance of resin injected bolts for a slip and fatigue resistant connection in FRP bridge engineering. Structures. 7, pp. 71-84. https://doi.org/10.1016/j.istruc.2016.05.004Robustness of simple joints in pultruded FRP frames
Qureshi, J., Mottram, J. Toby and Zafari, Behrouz 2015. Robustness of simple joints in pultruded FRP frames. Structures. 3 (August), pp. 120-129. https://doi.org/10.1016/j.istruc.2015.03.007Moment-rotation response of nominally pinned beam-to-column joints for frames of pultruded fibre reinforced polymer
Qureshi, J. and Mottram, J. Toby 2015. Moment-rotation response of nominally pinned beam-to-column joints for frames of pultruded fibre reinforced polymer. Construction and Building Materials. 77 (Feb.), pp. 396-403. https://doi.org/10.1016/j.conbuildmat.2014.12.057Response of Beam-To-Column Web Cleated Joints For FRP Pultruded Members
Qureshi, J. and Mottram, J. Toby 2013. Response of Beam-To-Column Web Cleated Joints For FRP Pultruded Members. Journal of Composites for Construction. 18 (2), pp. 1-11. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000392Behaviour of pultruded beam-to-column joints using steel web cleats
Qureshi, J. and Mottram, J. Toby 2013. Behaviour of pultruded beam-to-column joints using steel web cleats. Thin-Walled Structures. 73 (Dec), pp. 48-56.3400
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