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Cunha, V. M. C. F. / Barros, J. A. O. / Sena-Cruz, J. M. (2011): An integrated approach for modelling the tensile behaviour of steel fibre reinforced self-compacting concrete. Dans: Cement and Concrete Research, v. 41, n. 1 (janvier 2011).
https://doi.org/10.1016/j.cemconres.2010.09.007
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Barros, J. A. O. / Dias, S. J. E. / Lima, J. L. T. (2007): Efficacy of CFRP-based techniques for the flexural and shear strengthening of concrete beams. Dans: Cement and Concrete Composites, v. 29, n. 3 (mars 2007).
https://doi.org/10.1016/j.cemconcomp.2006.09.001
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Barros, J. A. O. / Fortes, A. S. (2005): Flexural strengthening of concrete beams with CFRP laminates bonded into slits. Dans: Cement and Concrete Composites, v. 27, n. 4 (avril 2005).
https://doi.org/10.1016/j.cemconcomp.2004.07.004
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Barros, J. A. O. / Dias, S. J. E. (2006): Near surface mounted CFRP laminates for shear strengthening of concrete beams. Dans: Cement and Concrete Composites, v. 28, n. 3 (mars 2006).
https://doi.org/10.1016/j.cemconcomp.2005.11.003
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Abrishambaf, A. / Cunha, V. M. C. F. / Barros, J. A. O. (2014): The influence of fibre orientation on the post-cracking tensile behaviour of steel fibre reinforced self-compacting concrete. Dans: Frattura ed Integrità Strutturale, v. 9, n. 31 (décembre 2014).
https://doi.org/10.3221/igf-esis.31.04
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Dias, S. J. E. / Silva, J. R. M. / Barros, J. A. O. (2021): Flexural and shear strengthening of reinforced concrete beams with a hybrid cfrp solution. Dans: Composite Structures, v. 256 (janvier 2021).
https://doi.org/10.1016/j.compstruct.2020.113004
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Hosseini, M. R. Mostakhdemin / Dias, S. J. E. / Barros, J. A. O. (2020): Behavior of one-way RC slabs flexurally strengthened with prestressed NSM CFRP laminates – Assessment of influencing parameters. Dans: Composite Structures, v. 245 (août 2020).
https://doi.org/10.1016/j.compstruct.2020.112259
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Ng, P. L. / Barros, J. A. O. / Kaklauskas, G. / Lam, J. Y. K. (2020): Deformation analysis of fibre-reinforced polymer reinforced concrete beams by tension-stiffening approach. Dans: Composite Structures, v. 234 (février 2020).
https://doi.org/10.1016/j.compstruct.2019.111664
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Dias, S. J. E. / Barros, J. A. O. / Janwaen, W. (2018): Behavior of RC beams flexurally strengthened with NSM CFRP laminates. Dans: Composite Structures, v. 201 (octobre 2018).
https://doi.org/10.1016/j.compstruct.2018.05.126
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Breveglieri, M. / Aprile, A. / Barros, J. A. O. (2015): Embedded Through-Section shear strengthening technique using steel and CFRP bars in RC beams of different percentage of existing stirrups. Dans: Composite Structures, v. 126 (août 2015).
https://doi.org/10.1016/j.compstruct.2015.02.025
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Hosseini, M. R. Mostakhdemin / Dias, S. J. E. / Barros, J. A. O. (2014): Effectiveness of prestressed NSM CFRP laminates for the flexural strengthening of RC slabs. Dans: Composite Structures, v. 111 (mai 2014).
https://doi.org/10.1016/j.compstruct.2013.12.018
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Dias, S. J. E. / Barros, J. A. O. (2013): Shear strengthening of RC beams with NSM CFRP laminates: Experimental research and analytical formulation. Dans: Composite Structures, v. 99 (mai 2013).
https://doi.org/10.1016/j.compstruct.2012.09.026
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Mazaheripour, H. / Barros, J. A. O. / Sena-Cruz, J. M. / Pepe, M. / Martinelli, E. (2013): Experimental study on bond performance of GFRP bars in self-compacting steel fiber reinforced concrete. Dans: Composite Structures, v. 95 (janvier 2013).
https://doi.org/10.1016/j.compstruct.2012.07.009
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Barros, J. A. O. / Bianco, Vincenzo / Monti, Giorgio (2009): NSM CFRP Strips for Shear Strengthening of RC Beams: Tests and Mechanical Model. Dans: The Open Construction and Building Technology Journal, v. 3, n. 1 (décembre 2009).
https://doi.org/10.2174/1874836800903010012
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Mazaheripour, H. / Barros, J. A. O. / Sena-Cruz, J. / Soltanzadeh, F. (2013): Analytical Bond Model for GFRP Bars to Steel Fiber Reinforced Self-Compacting Concrete. Dans: Journal of Composites for Construction, v. 17, n. 6 (décembre 2013).
https://doi.org/10.1061/(asce)cc.1943-5614.0000399
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Bianco, Vincenzo / Barros, J. A. O. / Monti, Giorgio (2010): New Approach for Modeling the Contribution of NSM FRP Strips for Shear Strengthening of RC Beams. Dans: Journal of Composites for Construction, v. 14, n. 1 (février 2010).
https://doi.org/10.1061/(asce)cc.1943-5614.0000048
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Barros, J. A. O. / Figueiras, J. A. (2001): Model for the analysis of steel fibre reinforced concrete slabs on grade. Dans: Computers & Structures, v. 79, n. 1 (janvier 2001).
https://doi.org/10.1016/s0045-7949(00)00061-4
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López-Almansa, F. / Sarrablo, V. / Lourenço, P. B. / Barros, J. A. O. / Roca, P. / da Porto, F. / Modena, C. (2010): Reinforced brick masonry light vaults: Semi-prefabrication, construction, testing and numerical modeling. Dans: Construction and Building Materials, v. 24, n. 10 (octobre 2010).
https://doi.org/10.1016/j.conbuildmat.2010.04.025
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Soltanzadeh, F. / Barros, J. A. O. / Santos, R. F. C. (2015): High performance fiber reinforced concrete for the shear reinforcement: Experimental and numerical research. Dans: Construction and Building Materials, v. 77 (février 2015).
https://doi.org/10.1016/j.conbuildmat.2014.12.003
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Barros, J. A. O. / Cunha, V. M. C. F. / Ribeiro, A. F. / Antunes, J. A. B. (2005): Post-cracking behaviour of steel fibre reinforced concrete. Dans: Materials and Structures, v. 38, n. 1 (janvier 2005).
https://doi.org/10.1007/bf02480574
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Cunha, V. M. C. F. / Barros, J. A. O. / Sena-Cruz, J. (2008): Modelling the influence of age of steel fibre reinforced self-compacting concrete on its compressive behaviour. Dans: Materials and Structures, v. 41, n. 3 (avril 2008).
https://doi.org/10.1617/s11527-007-9259-4
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Barros, J. A. O. / Lourenço, P. B. / Oliveira, J. T. / Bonaldo, E. (2007): Testing a new reinforced brick masonry shell system. Dans: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 160, n. 6 (décembre 2007).
https://doi.org/10.1680/stbu.2007.160.6.339
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Nagy-György, T. / Sas, G. / Dăescu, A. C. / Barros, J. A. O. / Stoian, V. (2012): Experimental and numerical assessment of the effectiveness of FRP-based strengthening configurations for dapped-end RC beams. Dans: Engineering Structures, v. 44 (novembre 2012).
https://doi.org/10.1016/j.engstruct.2012.06.006
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Bianco, Vincenzo / Barros, J. A. O. / Monti, Giorgio (2009): Three dimensional mechanical model for simulating the NSM FRP strips shear strength contribution to RC beams. Dans: Engineering Structures, v. 31, n. 4 (avril 2009).
https://doi.org/10.1016/j.engstruct.2008.12.017
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Dias, S. J. E. / Barros, J. A. O. (2010): Performance of reinforced concrete T beams strengthened in shear with NSM CFRP laminates. Dans: Engineering Structures, v. 32, n. 2 (février 2010).
https://doi.org/10.1016/j.engstruct.2009.10.001
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Edalat-Behbahani, A. / Barros, J. A. O. / Ventura-Gouveia, A. (2016): Application of plastic-damage multidirectional fixed smeared crack model in analysis of RC structures. Dans: Engineering Structures, v. 125 (octobre 2016).
https://doi.org/10.1016/j.engstruct.2016.07.013
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Mazaheripour, H. / Barros, J. A. O. / Soltanzadeh, F. / Sena-Cruz, J. (2016): Deflection and cracking behavior of SFRSCC beams reinforced with hybrid prestressed GFRP and steel reinforcements. Dans: Engineering Structures, v. 125 (octobre 2016).
https://doi.org/10.1016/j.engstruct.2016.07.026
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Breveglieri, M. / Barros, J. A. O. / Aprile, A. / Ventura-Gouveia, A. (2016): Strategies for numerical modeling the behavior of RC beams strengthened in shear using the ETS technique. Dans: Engineering Structures, v. 128 (décembre 2016).
https://doi.org/10.1016/j.engstruct.2016.09.027
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Bianco, Vincenzo / Monti, Giorgio / Barros, J. A. O. (2011): Theoretical Model and Computational Procedure to Evaluate the NSM FRP Strips Shear Strength Contribution to a RC Beam. Dans: Journal of Structural Engineering (ASCE), v. 137, n. 11 (novembre 2011).
https://doi.org/10.1061/(asce)st.1943-541x.0000370
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Barros, J. A. O. / Figueiras, J. A. (1999): Flexural Behavior of SFRC: Testing and Modeling. Dans: Journal of Materials in Civil Engineering (ASCE), v. 11, n. 4 ( 1999).
https://doi.org/10.1061/(asce)0899-1561(1999)11:4(331)