| Fatigue strengthening of damaged metallic beams using prestressed unbonded and bonded CFRP plates E Ghafoori, M Motavalli, J Botsis, A Herwig, M Galli International Journal of Fatigue 44, 303-315, 2012 | 209 | 2012 |
| Design criterion for fatigue strengthening of riveted beams in a 120-year-old railway metallic bridge using pre-stressed CFRP plates E Ghafoori, M Motavalli, A Nussbaumer, A Herwig, GS Prinz, M Fontana Composites Part B: Engineering 68, 1-13, 2015 | 202 | 2015 |
| Fatigue behavior of a Fe-Mn-Si shape memory alloy used for prestressed strengthening E Ghafoori, E Hosseini, C Leinenbach, J Michels, M Motavalli Materials & Design 133, 349-362, 2017 | 145 | 2017 |
| Fatigue behavior of notched steel beams reinforced with bonded CFRP plates: Determination of prestressing level for crack arrest E Ghafoori, A Schumacher, M Motavalli Engineering Structures 45, 270-283, 2012 | 142 | 2012 |
| Development of an iron-based shape memory alloy (Fe-SMA) strengthening system for steel plates MR Izadi, E Ghafoori, M Shahverdi, M Motavalli, S Maalek Engineering Structures 174, 433-446, 2018 | 141 | 2018 |
| Mode I fatigue crack arrest in tensile steel members using prestressed CFRP plates A Hosseini, E Ghafoori, M Motavalli, A Nussbaumer, XL Zhao Composite Structures 178, 119-134, 2017 | 138 | 2017 |
| Normal, high and ultra-high modulus carbon fiber-reinforced polymer laminates for bonded and un-bonded strengthening of steel beams E Ghafoori, M Motavalli Materials & Design 67, 232-243, 2015 | 132 | 2015 |
| Innovative CFRP-prestressing system for strengthening metallic structures E Ghafoori, M Motavalli Journal of Composites for Construction 19 (6), 04015006, 2015 | 129 | 2015 |
| Determination of minimum CFRP pre-stress levels for fatigue crack prevention in retrofitted metallic beams E Ghafoori, M Motavalli, A Nussbaumer, A Herwig, GS Prinz, M Fontana Engineering Structures 84, 29-41, 2015 | 118 | 2015 |
| Lateral-torsional buckling of steel I-beams retrofitted by bonded and un-bonded CFRP laminates with different pre-stress levels: Experimental and numerical study E Ghafoori, M Motavalli Construction and Building Materials 76, 194-206, 2015 | 117 | 2015 |
| Thermally activated iron-based shape memory alloy for strengthening metallic girders M Izadi, A Hosseini, J Michels, M Motavalli, E Ghafoori Thin-Walled Structures 141, 389-401, 2019 | 100 | 2019 |
| Stress recovery and cyclic behaviour of an Fe–Mn–Si shape memory alloy after multiple thermal activation E Hosseini, E Ghafoori, C Leinenbach, M Motavalli, SR Holdsworth Smart Materials and Structures 27 (2), 025009, 2018 | 99 | 2018 |
| Effect of crack orientation on fatigue behavior of CFRP-strengthened steel plates NJ Aljabar, XL Zhao, R Al-Mahaidi, E Ghafoori, M Motavalli, N Powers Composite Structures 152, 295-305, 2016 | 88 | 2016 |
| Iron-based shape memory alloy for the fatigue strengthening of cracked steel plates: Effects of re-activations and loading frequencies MR Izadi, E Ghafoori, M Motavalli, S Maalek Engineering structures 176, 953-967, 2018 | 87 | 2018 |
| Fatigue design criteria for strengthening metallic beams with bonded CFRP plates E Ghafoori, M Motavalli, XL Zhao, A Nussbaumer, M Fontana Engineering Structures 101, 542-557, 2015 | 87 | 2015 |
| Flexural and interfacial behavior of metallic beams strengthened by prestressed bonded plates E Ghafoori, M Motavalli Composite Structures 101, 22-34, 2013 | 86 | 2013 |
| Strengthening of a 19th-century roadway metallic bridge using nonprestressed bonded and prestressed unbonded CFRP plates A Hosseini, E Ghafoori, R Al-Mahaidi, XL Zhao, M Motavalli Construction and Building Materials 209, 240-259, 2019 | 83 | 2019 |
| Prestressed CFRP-strengthening and long-term wireless monitoring of an old roadway metallic bridge E Ghafoori, A Hosseini, R Al-Mahaidi, XL Zhao, M Motavalli Engineering Structures 176, 585-605, 2018 | 82 | 2018 |
| Analytical calculation of stress intensity factor of cracked steel I-beams with experimental analysis and 3D digital image correlation measurements E Ghafoori, M Motavalli Engineering Fracture Mechanics 78 (18), 3226-3242, 2011 | 79 | 2011 |
| A three-dimensional elasticity solution for functionally graded rotating disks M Asghari, E Ghafoori Composite Structures 92 (5), 1092-1099, 2010 | 77 | 2010 |
Masoud MotavalliEmpa, Swiss Federal Laboratories for Materials Science and Technology, Überlandstrasse, 129, 8600 Dübendorf, Switzerland在 empa.ch 的电子邮件经过验证
