Please use this identifier to cite or link to this item: http://hdl.handle.net/1822/43622

TitleExperimental bond behaviour of GFRP and masonry bricks under impulsive loading
Author(s)Pereira, João Miguel
Lourenço, Paulo B.
KeywordsGFRP
Masonry
Impact
Drop-weight
Strain rate
DIF
Issue date11-Feb-2016
PublisherSpringer
JournalMaterials and Structures
CitationPereira, J. M., & Lourenco, P. B. (2016). Experimental bond behaviour of GFRP and masonry bricks under impulsive loading. Materials and Structures, 49(11), 4799-4811. doi: 10.1617/s11527-016-0826-4
Abstract(s)Fibre Reinforced Polymers have become a popular material for strengthening of masonry structures. The performance of this technique is strongly dependent on the bond between the FRP and the substrate. Understanding the strain rate effect on these materials and strengthening techniques is important for proper design and proper modelling of these systems under impacts or blast loads. This work aims to study the behaviour of the bond between GFRP and brick at different strain rates. A Drop Weight Impact Machine specially developed for pull-off tests (single shear tests) is used with different masses and different heights introducing different deformation rates. The strain rate effect on the failure mode, shear capacity and effective bond length is determined from the experimental results. Empirical relations of dynamic increase factors (DIF) for these materials and techniques are also presented.
TypeArticle
URIhttp://hdl.handle.net/1822/43622
DOI10.1617/s11527-016-0826-4
ISSN1359-5997
Publisher versionThe original publication is available at: http://link.springer.com/article/10.1617/s11527-016-0826-4
Peer-Reviewedyes
AccessOpen access
Appears in Collections:ISISE - Artigos em Revistas Internacionais

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