Title: Application of Composites to Civil Engineering Structures; Shear and Bending of Beam-to-Column Composite.
Citation: Advanced Composite Letters vol. 2
Publication Year: 1997
JRC N°: JRC15063
URI: http://publications.jrc.ec.europa.eu/repository/handle/JRC15063
Type: Articles in periodicals and books
Abstract: 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.
JRC Directorate:Joint Research Centre Historical Collection

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