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.
|Titolo:||STRUCTURAL ANALYSIS OF ADHESIVE BONDING FOR THICK-WALLED TUBULAR COMPOSITE PROFILES|
|Data di pubblicazione:||2016|
|Appare nelle tipologie:||4.1 Contributi in Atti di convegno|