- Clustering classifier of FRP strengthened concrete beams using superpixels and principal component analysis. In: Construction and Building Materials, v. 453 (November 2024). (2024):
- Unsupervised autoencoders with features in the electromechanical impedance domain for early damage assessment in FRP-strengthened concrete elements. In: Engineering Structures, v. 315 (September 2024). (2024):
- Experimental study and numerical prediction of the bond-slip law for concrete elements strengthened with FRP using metaheuristic algorithm. In: Construction and Building Materials, v. 411 (Januar 2024). (2024):
- Experimental Study on Flexural Cracking and Deformation of Reinforced-Concrete Beams Strengthened with NSM FRP Reinforcement. In: Journal of Composites for Construction, v. 27, n. 2 (April 2023). (2023):
- Effect of fatigue loading on flexural performance of NSM CFRP-strengthened RC beams under different service temperatures. In: Engineering Structures, v. 273 (Dezember 2022). (2022):
- Time-dependent behavior of NSM CFRP-strengthened RC beams under different service temperatures. In: Composite Structures, v. 300 (November 2022). (2022):
- Influence of curing, post-curing and testing temperatures on mechanical properties of a structural adhesive. In: Construction and Building Materials, v. 324 (März 2022). (2022):
- Experimental study and numerical prediction of the bond response of NSM CFRP laminates in RC elements under sustained loading. In: Construction and Building Materials, v. 288 (Juni 2021). (2021):
- The effect of steady and cyclic environmental conditions on the tensile behaviour of a structural adhesive under sustained loading. In: Composite Structures, v. 286 (April 2022). (2022):
- Experimental Study of the Influence of Adhesive Properties and Bond Length on the Bond Behaviour of Nsm Frp Bars in Concrete. In: Journal of Civil Engineering and Management, v. 22, n. 6 (Juni 2016). (2016):
- Serviceability Limit State of FRP RC Beams. In: Advances in Structural Engineering, v. 15, n. 4 (April 2012). (2012):