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Capacity of high strength square hollow section steel tube filled with concrete and hardwood timber

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Jiao, H ORCID: 0000-0001-8877-7268, Zhao, XL and Ghanbari Ghazijahani, T ORCID: 0000-0002-8743-739X 2018 , 'Capacity of high strength square hollow section steel tube filled with concrete and hardwood timber', in A Heidarpour and X-L Zhao (eds.), Tubular Structures XVI: Proceedings of the 16th International symposium for Tubular Structures , Taylor & Francis Group, Great Britain, pp. 61-66 .

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Abstract

This paper presents a study on the compressive behavior of a composite structural memberthat consist of steel, concrete and hardwood timber. Samples were created in such a way that a hardwoodtimber core was placed in the middle of each SHS tube before concrete was filled in the tube. A totalof 14 samples, with the timber diameter ranging from 30 mm to 80 mm, were tested under axial compression.The test results were compared with those of hollow steel tubes and fully concrete filled tubes. Theaim of this study was to explore the feasibility of utilizing the fast-growing planation hardwood resourcesin Australia to produce innovative structural members for the construction industry.

Item Type: Conference Publication
Authors/Creators:Jiao, H and Zhao, XL and Ghanbari Ghazijahani, T
Keywords: high strength steel, concrete filled, timber core
Journal or Publication Title: Tubular Structures XVI: Proceedings of the 16th International symposium for Tubular Structures
Publisher: Taylor & Francis Group
Copyright Information:

Copyright 2018 Taylor & Francis

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