S
Salvador J. E. Dias
Researcher at University of Minho
Publications - 55
Citations - 1348
Salvador J. E. Dias is an academic researcher from University of Minho. The author has contributed to research in topics: Carbon fiber reinforced polymer & Beam (structure). The author has an hindex of 16, co-authored 55 publications receiving 1131 citations.
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Journal ArticleDOI
Efficacy of CFRP-based techniques for the flexural and shear strengthening of concrete beams
TL;DR: In this article, the efficacy of applying carbon fiber reinforced polymer (CFRP) laminates according to NSM is compared to those resulting from applying CFRP Laminates and wet lay-up CFRP sheets according to EBR technique.
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Near surface mounted CFRP laminates for shear strengthening of concrete beams
TL;DR: In this paper, a near surface mounted (NSM) strengthening technique was developed to increase the shear resistance of concrete beams, which is based on fixing, by epoxy adhesive, Carbon Fiber Reinforced Polymer (CFRP) laminates into pre-cut slits opened in the concrete cover of lateral surfaces of the beams.
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Assessing the effectiveness of embedding CFRP laminates in the near surface for structural strengthening
TL;DR: In this paper, an experimental program is carried out involving reinforced concrete (RC) columns, RC beams and masonry panels, and the performance of externally bonded reinforcing and near surface mounted (NSM) techniques for the strengthening of RC beams failing in shear is also analyzed.
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Performance of reinforced concrete T beams strengthened in shear with NSM CFRP laminates
TL;DR: In this article, the effectiveness of the Near Surface Mounted (NSM) technique with Carbon Fiber Reinforced Polymer (CFRP) laminates for the shear strengthening of T cross section Reinforced Concrete (RC) beams was assessed by experimental research.
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Shear strengthening of RC beams with NSM CFRP laminates: Experimental research and analytical formulation
TL;DR: In this paper, the effectiveness of the NSM technique with CFRP laminates for the shear strengthening of RC beams with a certain percentage of steel stirrups was assessed by an extensive experimental research.