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Timber filled CFRP jacketed circular steel tubes under axial compression
journal contributionposted on 2023-05-18, 11:53 authored by Ghanbari Ghazijahani, T, Jiao, H, Damien HollowayDamien Holloway
This paper discusses the structural behavior of an innovative composite column through an experimental study. The new composite comprised steel cylindrical hollow sections known as CHS, solid timber infill and CFRP confinements. The present stub columns were under pure axial compression. Plastic buckling, failure modes and deformational response of the mentioned elements were assessed. The ultimate capacity enhancement was evaluated for specimens with different conditions and comprehensive discussions were made in order to clarify the effect of each material on the structural behavior of different specimens.
Publication titleConstruction and Building Materials
Department/SchoolSchool of Engineering
PublisherElsevier Sci Ltd
Place of publicationThe Boulevard, Langford Lane, Kidlington, Oxford, England, Oxon, Ox5 1Gb
Rights statement2015 Elsevier Ltd. All rights reserved.