NSM technique to increase the load carrying capacity of continuous RC slabs GM Dalfré, JAO Barros Engineering Structures 56, 137-153, 2013 | 61 | 2013 |
Assessment of the Effectiveness of the Embedded Through‐Section Technique for the Shear Strengthening of Reinforced Concrete Beams JAO Barros, GM Dalfré Strain 49 (1), 75-93, 2013 | 41 | 2013 |
A parametric study on the effectiveness of the NSM technique for the flexural strengthening of continuous RC slabs M Breveglieri, JAO Barros, GM Dalfré, A Aprile Composites Part B: Engineering 43 (4), 1970-1987, 2012 | 41 | 2012 |
Flexural strengthening of RC continuous slab strips using NSM CFRP laminates GM Dalfré, JAO Barros Advances in Structural Engineering 14 (6), 1223-1245, 2011 | 26 | 2011 |
NSM systems J Sena-Cruz, J Barros, V Bianco, A Bilotta, D Bournas, F Ceroni, G Dalfré, ... Design Procedures for the Use of Composites in Strengthening of Reinforced …, 2016 | 23 | 2016 |
Cruzetas de polímeros reciclados: caracterização dos materiais, análise numérica e ensaios de modelos reduzidos GM Dalfré Escola de Engenharia de São Carlos–Universidade de São Paulo. São Carlos, 2007 | 15 | 2007 |
Exploring the possibilities of a new technique for the shear strengthening of RC elements JAO Barros, G Dalfré, E Trombini, A Aprile | 13 | 2008 |
Flexural and shear strengthening of RC elements GM Dalfré PQDT-Global, 2012 | 11 | 2012 |
Numerical simulation of continuous RC slabs strengthened using NSM technique JAO Barros, G Dalfré, JP Dias Concrete repair, rehabilitation and retrofitting II, 405-406, 2008 | 9 | 2008 |
Assessing the effectiveness of a NSM-CFRP flexural strengthening technique for continuous RC slabs by experimental research G Dalfré, JAO Barros | 8 | 2011 |
A novel approach to characterize the direct shear pullout behavior of single hooked steel fibers PA Krahl, MF Pereira, GM Dalfré, GH Siqueira Cement and Concrete Composites 113, 103685, 2020 | 6 | 2020 |
Caracterização da degradação de adesivos estruturais utilizados em sistemas de reforço de estrutura de concreto armado AD Escobal, GM DALFRÉ Relatório científico de progresso. Projeto FAPESP–Processo, 20025-6, 2016 | 6 | 2016 |
Embedded through-section bars for the shear strengthening of RC beams G Dalfré, JAO Barros, D Machado International Institute for FRP in Construction (IIFC), 2012 | 6 | 2012 |
Model to simulate the behaviour of RC beams shear strengthened with ETS bars JAO Barros, M Breveglieri, AV Gouveia, G Dalfré, A Aprile | 5 | 2013 |
A model for the prediction of the behaviour of continuous RC slabs flexurally strengthened with CFRP systems JAO Barros, G Dalfré International Institute for FRP in Construction (IIFC), 2013 | 5 | 2013 |
Steel bar-concrete bond behaviour in the context of the ETS shear strengthening technique for RC beams G Dalfré, JAO Barros Universidad Federal de la Integración Latinoamericana (UNILA), 2013 | 5 | 2013 |
Avaliação do comportamento de resinas epoxídicas submetidas a ciclos de umidade GM Dalfré, LAS Junior, MC de Oliveira, CJRV Araújo Brazilian Applied Science Review 4 (1), 24-36, 2020 | 2 | 2020 |
Response of FRP-glulam slab systems under five-point bending load M Jorge, JM Branco, J Sena-Cruz, JAO Barros, G Dalfré | 2 | 2011 |
Experimental and numerical analysis of RC two-span slabs strengthened with NSM CFRP laminates G Dalfré, JAO Barros | 2 | 2011 |
Numerical analysis of two-way RC slabs flexural strengthened with NSM CFRP laminates G Dalfré, JAO Barros, I Costa, E Esmaeeli Universidade do Minho. Departamento de Engenharia Civil (DEC), 2011 | 2 | 2011 |