| Experimental study of bond behaviour between concrete and FRP bars using a pull-out test M Baena, L Torres, A Turon, C Barris Composites Part B: Engineering 40 (8), 784-797, 2009 | 525 | 2009 |
| Flexural response of reinforced concrete (RC) beams strengthened with near surface mounted (NSM) fibre reinforced polymer (FRP) bars IA Sharaky, L Torres, J Comas, C Barris Composite Structures 109, 8-22, 2014 | 228 | 2014 |
| An experimental study of the flexural behaviour of GFRP RC beams and comparison with prediction models C Barris, L Torres, A Turon, M Baena, A Catalan Composite Structures 91 (3), 286-295, 2009 | 226 | 2009 |
| An experimental study of different factors affecting the bond of NSM FRP bars in concrete IA Sharaky, L Torres, M Baena, C Miàs Composite Structures 99, 350-365, 2013 | 144 | 2013 |
| Experimental and analytical investigation into the flexural performance of RC beams with partially and fully bonded NSM FRP bars/strips IA Sharaky, L Torres, HEM Sallam Composite structures 122, 113-126, 2015 | 128 | 2015 |
| Experimental study on crack width and crack spacing for Glass-FRP reinforced concrete beams C Barris, L Torres, I Vilanova, C Mias, M Llorens Engineering structures 131, 231-242, 2017 | 109 | 2017 |
| Micromechanics of hemp strands in polypropylene composites ME Vallejos, FX Espinach, F Julian, L Torres, F Vilaseca, P Mutje Composites Science and Technology 72 (10), 1209-1213, 2012 | 105 | 2012 |
| Tension-stiffening model for cracked flexural concrete members L Torres, F López-Almansa, LM Bozzo Journal of Structural Engineering 130 (8), 1242-1251, 2004 | 98 | 2004 |
| Comparative analysis of deformations and tension-stiffening in concrete beams reinforced with GFRP or steel bars and fibers V Gribniak, G Kaklauskas, L Torres, A Daniunas, E Timinskas, E Gudonis Composites Part B: Engineering 50, 158-170, 2013 | 92 | 2013 |
| Effect of different material and construction details on the bond behaviour of NSM FRP bars in concrete IA Sharaky, L Torres, M Baena, I Vilanova Construction and Building Materials 38, 890-902, 2013 | 92 | 2013 |
| Cracking and deflections in GFRP RC beams: an experimental study C Barris, L Torres, J Comas, C Mias Composites Part B: Engineering 55, 580-590, 2013 | 88 | 2013 |
| Design for SLS according to fib Model Code 2010 GL Balázs, P Bisch, A Borosnyói, O Burdet, C Burns, F Ceroni, ... Structural Concrete 14 (2), 99-123, 2013 | 85 | 2013 |
| Effect of axial stiffness of NSM FRP reinforcement and concrete cover confinement on flexural behaviour of strengthened RC beams: Experimental and numerical study IA Sharaky, M Baena, C Barris, HEM Sallam, L Torres Engineering Structures 173, 987-1001, 2018 | 84 | 2018 |
| Flexural behaviour of FRP reinforced concrete beams strengthened with NSM CFRP strips C Barris, P Sala, J Gómez, L Torres Composite Structures 241, 112059, 2020 | 76 | 2020 |
| Analysis of tensile and flexural modulus in hemp strands/polypropylene composites FX Espinach, F Julian, N Verdaguer, L Torres, MA Pelach, F Vilaseca, ... Composites Part B: Engineering 47, 339-343, 2013 | 75 | 2013 |
| Bond behaviour between recycled aggregate concrete and glass fibre reinforced polymer bars M Baena, L Torres, A Turon, M Llorens, C Barris Construction and Building Materials 106, 449-460, 2016 | 71 | 2016 |
| Experimental study of bond-slip of GFRP bars in concrete under sustained loads I Vilanova, M Baena, L Torres, C Barris Composites Part B: Engineering 74, 42-52, 2015 | 70 | 2015 |
| Experimental study of immediate and time-dependent deflections of GFRP reinforced concrete beams C Mias, L Torres, A Turon, C Barris Composite Structures 96, 279-285, 2013 | 69 | 2013 |
| Effect of material properties on long-term deflections of GFRP reinforced concrete beams C Mias, L Torres, A Turon, IA Sharaky Construction and Building Materials 41, 99-108, 2013 | 63 | 2013 |
| Full-scale shaking table tests on a substandard RC building repaired and strengthened with Post-Tensioned Metal Straps R Garcia, I Hajirasouliha, M Guadagnini, Y Helal, Y Jemaa, K Pilakoutas, ... Journal of Earthquake Engineering 18 (2), 187-213, 2014 | 61 | 2014 |
