A mechanical model for predicting the response of a GFRP tubular truss member glued to terminal (nodal) devices is presented. The given model captures shear deformation and simu-lates adhesion between the composite tube and the nodal devices via an appropriate cohesive interface. A comparison between theoretical and experimental results highlights a very good theory-experiment matching in terms of failure load and global displacements.

STRUCTURAL ANALYSIS OF ADHESIVE BONDING FOR THICK-WALLED TUBULAR COMPOSITE PROFILES

MANCUSI, Geminiano;OREFICE, AGOSTINA;FEO, Luciano;FRATERNALI, Fernando
2016-01-01

Abstract

A mechanical model for predicting the response of a GFRP tubular truss member glued to terminal (nodal) devices is presented. The given model captures shear deformation and simu-lates adhesion between the composite tube and the nodal devices via an appropriate cohesive interface. A comparison between theoretical and experimental results highlights a very good theory-experiment matching in terms of failure load and global displacements.
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11386/4669434
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