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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.

Additional information

Authors: GUTIERREZ E, JRC Ispra (IT);VERZELETTI G, JRC Ispra (IT);GALIOTIS C, Queen Mary and Westfield College, Department of Materials, London (GB)
Bibliographic Reference: Article: Advanced Composite Letters, Vol.2 (1997)
Record Number: 199710917 / Last updated on: 1997-07-23
Category: PUBLICATION
Original language: en
Available languages: en