| Environmental durability of adhesively bonded FRP/steel joints in civil engineering applications: State of the art M Heshmati, R Haghani, M Al-Emrani Composites Part B: Engineering 81, 259-275, 2015 | 224 | 2015 |
| Fatigue-prone details in steel bridges R Haghani, M Al-Emrani, M Heshmati Buildings 2 (4), 456-476, 2012 | 178 | 2012 |
| Durability of bonded FRP-to-steel joints: Effects of moisture, de-icing salt solution, temperature and FRP type M Heshmati, R Haghani, M Al-Emrani Composites Part B: Engineering 119, 153-167, 2017 | 171 | 2017 |
| Modelling and fatigue life assessment of orthotropic bridge deck details using FEM M Aygül, M Al-Emrani, S Urushadze International Journal of Fatigue 40, 129-142, 2012 | 153 | 2012 |
| Effects of moisture on the long-term performance of adhesively bonded FRP/steel joints used in bridges M Heshmati, R Haghani, M Al-Emrani Composites Part B: Engineering 92, 447-462, 2016 | 135 | 2016 |
| Carbon-fibre composites for strengthening steel structures D Linghoff, R Haghani, M Al-Emrani Thin-walled structures 47 (10), 1048-1058, 2009 | 130 | 2009 |
| Performance of steel beams strengthened with CFRP laminate–Part 1: Laboratory tests D Linghoff, M Al-Emrani, R Kliger Composites Part B: Engineering 41 (7), 509-515, 2010 | 111 | 2010 |
| Analysis of interfacial shear stresses in beams strengthened with bonded prestressed laminates M Al-Emrani, R Kliger Composites Part B: Engineering 37 (4-5), 265-272, 2006 | 84 | 2006 |
| Durability of CFRP/steel joints under cyclic wet-dry and freeze-thaw conditions M Heshmati, R Haghani, M Al-Emrani Composites Part B: Engineering 126, 211-226, 2017 | 77 | 2017 |
| FE analysis of stringer-to-floor-beam connections in riveted railway bridges M Al-Emrani, R Kliger Journal of Constructional Steel Research 59 (7), 803-818, 2003 | 76 | 2003 |
| Interfacial stress analysis of geometrically modified adhesive joints in steel beams strengthened with FRP laminates R Haghani, M Al-Emrani, R Kliger Construction and Building Materials 23 (3), 1413-1422, 2009 | 72 | 2009 |
| On the strength prediction of adhesively bonded FRP-steel joints using cohesive zone modelling M Heshmati, R Haghani, M Al-Emrani, A André Theoretical and Applied Fracture Mechanics 93, 64-78, 2018 | 65 | 2018 |
| Performance of steel beams strengthened with CFRP laminate–Part 2: FE analyses D Linghoff, M Al-Emrani Composites Part B: Engineering 41 (7), 516-522, 2010 | 61 | 2010 |
| Bärande konstruktioner. D. 1 M Al-Emrani Chalmers tekniska högskola, 2010 | 59 | 2010 |
| Fatigue performance of stringer-to-floor-beam connections in riveted railway bridges M Al-Emrani Journal of Bridge Engineering 10 (2), 179-185, 2005 | 59 | 2005 |
| A comparative study of different fatigue failure assessments of welded bridge details M Aygül, M Bokesjö, M Heshmati, M Al-Emrani International Journal of Fatigue 49, 62-72, 2013 | 55 | 2013 |
| Improving the performance of bolted joints in composite structures using metal inserts V Mara, R Haghani, M Al-Emrani Journal of composite materials 50 (21), 3001-3018, 2016 | 45 | 2016 |
| Experimental and numerical investigation of the behaviour and strength of composite steel-CFRP members M Al-Emrani, R Kliger Advances in Structural engineering 9 (6), 819-831, 2006 | 45 | 2006 |
| Fatigue in Riveted Railway Bridges-a study of the fatigue performance of riveted stringers and stringer-to-floor-beam connections M Al-Emrani Chalmers University of Technology, 2002 | 45 | 2002 |
| Reliability-based fatigue assessment of steel bridges using LEFM–A sensitivity analysis J Leander, M Al-Emrani International Journal of Fatigue 93, 82-91, 2016 | 44 | 2016 |
