Transversely Compressed Bonded Joints

Publication: Research - peer-reviewJournal article – Annual report year: 2012

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The load capacity of bonded joints can be increased if transverse pressure is applied at the interface. The transverse pressure is assumed to introduce a Coulomb-friction contribution to the cohesive law for the interface. Response and load capacity for a bonded single-lap joint was derived using non-linear fracture mechanics. The results indicated a good correlation between theory and tests. Furthermore, the model is suggested as theoretical base for determining load capacity of bonded anchorages with transverse pressure, in externally reinforced concrete structures.
Original languageEnglish
JournalComposites Part B: Engineering
Publication date2012
ISSN1359-8368
DOIs
StatePublished
CitationsWeb of Science® Times Cited: 1

Keywords

  • Mechanical testing, Debonding, Fracture, Analytical modelling
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