Application of Composites to Civil Engineering Structures; Shear and Bending of Beam-to-Column Composite.
The structural integrity of a monolithic beam-column joint manufactured from glass-fibre pre-pregs was assessed under shear and bending. It was found that the higher content of shear reinforcement in the quasi-isotropic specimen the higher the stiffness of the joint. The main structural failure mechanism was associated with inter-laminar fissures developing internally at the radial beam-to-column transition.
VERZELETTI Guido;
GALIOTIS Costas;
1997-06-10
JRC15063
https://publications.jrc.ec.europa.eu/repository/handle/JRC15063,
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