Hybrid fibre-reinforced polymer-timber thin-walled structural members

被引:18
|
作者
Fernando, Dilum [1 ]
Teng, J. G. [2 ]
Gattas, Joseph [1 ]
Heitzmann, Michael [3 ]
机构
[1] Univ Queensland, Sch Civil Engn, St Lucia, Qld, Australia
[2] Hong Kong Polytech Univ, Dept Civil & Environm Engn, Hong Kong, Hong Kong, Peoples R China
[3] Univ Queensland, Sch Mech & Min Engn, St Lucia, Qld, Australia
基金
澳大利亚研究理事会;
关键词
Hybrid fibre-reinforced polymer-timber composites; thin-walled structures; wall panels; COMPOSITE; BEHAVIOR;
D O I
10.1177/1369433217739709
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The increasing interest in timber as a sustainable construction material has led to the development of a new type of structures referred to as 'hybrid fibre-reinforced polymer-timber thin-walled structures'. In these structures, thin layers of fibre-reinforced polymer are combined with timber veneers to create high-performance, lightweight and easy-to-construct structural members. This new type of structural members harnesses the orthotropic properties of both timber and fibre-reinforced polymer by appropriately orientating material fibre directions for optimal composite properties as well as efficient thin-walled cross-sectional shapes. Hybrid fibre-reinforced polymer-timber thin-walled members can be used in many applications such as load-bearing walls, roofs, floor panels and bridge decks. This article describes several novel hybrid fibre-reinforced polymer-timber structural member forms and presents results from a preliminary experimental investigation into the compressive behaviour of hybrid fibre-reinforced polymer-timber wall panels. A comparison of behaviour between a hybrid fibre-reinforced polymer-timber wall panel and a pure timber wall panel is presented to show that the hybrid fibre-reinforced polymer-timber system significantly outperforms the pure timber system in terms of both load resistance and axial strain at failure.
引用
收藏
页码:1409 / 1417
页数:9
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