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Journal article

Transversely Compressed Bonded Joints

By Hansen, Christian Skodborg1,2; Schmidt, Jacob Wittrup1,2; Stang, Henrik1,2

From

Section for Structural Engineering, Department of Civil Engineering, Technical University of Denmark1

Department of Civil Engineering, Technical University of Denmark2

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.

Language: English
Year: 2012
ISSN: 18791069 and 13598368
Types: Journal article
DOI: 10.1016/j.compositesb.2011.11.049
ORCIDs: Schmidt, Jacob Wittrup and Stang, Henrik
Keywords

Analytical modelling Debonding Fracture Mechanical testing

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