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Capacity of high strength square hollow section steel tube filled with concrete and hardwood timber
Citation
Jiao, H and Zhao, XL and Ghanbari Ghazijahani, T, Capacity of high strength square hollow section steel tube filled with concrete and hardwood timber, Tubular Structures XVI: Proceedings of the 16th International symposium for Tubular Structures, 4-6 December 2017, Melbourne, Australia, pp. 61-66. ISBN 9780815381341 (2018) [Refereed Conference Paper]
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Copyright Statement
Copyright 2018 Taylor & Francis
Official URL: https://www.monash.edu/engineering/ists16
Abstract
This paper presents a study on the compressive behavior of a composite structural member
that consist of steel, concrete and hardwood timber. Samples were created in such a way that a hardwood
timber core was placed in the middle of each SHS tube before concrete was filled in the tube. A total
of 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. The
aim of this study was to explore the feasibility of utilizing the fast-growing planation hardwood resources
in Australia to produce innovative structural members for the construction industry.
Item Details
Item Type: | Refereed Conference Paper |
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Keywords: | high strength steel, concrete filled, timber core |
Research Division: | Engineering |
Research Group: | Civil engineering |
Research Field: | Structural engineering |
Objective Division: | Construction |
Objective Group: | Construction materials performance and processes |
Objective Field: | Metals |
UTAS Author: | Jiao, H (Dr Hui Jiao) |
UTAS Author: | Ghanbari Ghazijahani, T (Mr Tohid Ghanbari Ghazijahani) |
ID Code: | 123614 |
Year Published: | 2018 |
Deposited By: | Engineering |
Deposited On: | 2018-01-15 |
Last Modified: | 2018-03-29 |
Downloads: | 7 View Download Statistics |
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