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TitleDouble span continuous glulam slabs strengthened with GFRP
Author(s)Branco, Jorge M.
Jorge, Marco António Peixoto
Sena-Cruz, José
experimental evaluation
in-plane stiffness
Glulam slabs strengthened with GFRP
double span
flexural strengthening
strengthening techniques
increase of load carrying capacity
moment redistribution
failure modes
Issue date2014
PublisherRILEM Publications
JournalRilem Bookseries
CitationBranco, J. M., Jorge, M. P., & Sena-Cruz, J. (2014). Double Span Continuous Glulam Slabs Strengthened with GFRP. Materials and Joints in Timber Structures: Recent Developments of Technology, 9, 813-822. doi: 10.1007/978-94-007-7811-5_72
Abstract(s)Full-scale slab strips were tested in order to analyze the flexural response of GFRP-glulam slab systems under monotonic loading. The type of strengthening technique (externally bonded reinforcement – EBR and near-surface mounted – NSM) and the increase target in terms of ultimate load capacity (20% and 40%) were the main studied parameters. GFRP sheets were utilized in the EBR technique, while GFRP rods were applied in NSM technique. In this work the tests are described in detail, and the obtained results are presented and discussed.
TypeConference paper
AccessRestricted access (UMinho)
Appears in Collections:ISISE - Comunicações a Conferências Internacionais

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