- Durability of self-compacting rubberized concrete exposed to external sulphate attack. In: Case Studies in Construction Materials, v. 20 (July 2024). (2024):
- Analysis of beam web panels with full length transverse stiffener in compression. In: Engineering Structures, v. 297 (December 2023). (2023):
- Full Length Transverse Stiffener Under Compression. In: ce/papers, v. 5, n. 4 (September 2022). (2022):
- Experimental and Numerical Study of Compression Zone in Steel Connections. In: ce/papers, v. 4, n. 2-4 (September 2021). (2021):
- Performance of self‐compacting rubberized concrete against carbonation and chloride penetration. In: Structural Concrete, v. 22, n. 5 (September 2021). (2021):
- Compression zone with partial stiffeners in beam-to-column steel connections. In: Engineering Structures, v. 229 (February 2021). (2021):
- Numerical modeling of the interaction between reinforcement and concrete at early age—A comparison between glass fiber reinforced polymer and steel rebars. In: Structural Concrete, v. 22, n. 1 (February 2021). (2021):
- Long-term bond performance of GFRP bars in concrete under temperature ranging from 20°C to 80°C. In: Construction and Building Materials, v. 25, n. 2 (February 2011). (2011):
- 2D mesoscopic modelling of bar–concrete bond. In: Engineering Structures, v. 49 (April 2013). (2013):
- Artificial neural network for the prediction of the steel–concrete bond behaviour. In: European Journal of Environmental and Civil Engineering, v. 18, n. 8 (April 2014). (2014):
- Tensile response of reinforced ties cast with self-compacting concrete. Presented at: fib Symposium 2004, 26-28 April 2004, Avignon. (2004):