Hybrid fibre-reinforced polymer-timber thin-walled structural members
被引:18
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作者:
Fernando, Dilum
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机构:
Univ Queensland, Sch Civil Engn, St Lucia, Qld, AustraliaUniv Queensland, Sch Civil Engn, St Lucia, Qld, Australia
Fernando, Dilum
[1
]
Teng, J. G.
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机构:
Hong Kong Polytech Univ, Dept Civil & Environm Engn, Hong Kong, Hong Kong, Peoples R ChinaUniv Queensland, Sch Civil Engn, St Lucia, Qld, Australia
Teng, J. G.
[2
]
Gattas, Joseph
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Univ Queensland, Sch Civil Engn, St Lucia, Qld, AustraliaUniv Queensland, Sch Civil Engn, St Lucia, Qld, Australia
Gattas, Joseph
[1
]
Heitzmann, Michael
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机构:
Univ Queensland, Sch Mech & Min Engn, St Lucia, Qld, AustraliaUniv Queensland, Sch Civil Engn, St Lucia, Qld, Australia
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
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.
机构:
Fac. of Mech. Eng./Naval Arch., Ivana Lučića 5, Hrvatska, 10000 Zagreb, CroatiaFac. of Mech. Eng./Naval Arch., Ivana Lučića 5, Hrvatska, 10000 Zagreb, Croatia
机构:
Univ Malaysia Pahang, Fac Mech & Automot Engn Technol, Pekan 26600, Pahang, Malaysia
Univ Ningxia, Sch Mech Engn, Yinchuan, Ningxia, Peoples R ChinaUniv Malaysia Pahang, Fac Mech & Automot Engn Technol, Pekan 26600, Pahang, Malaysia
Quanjin Ma
Rejab, M. R. M.
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Univ Malaysia Pahang, Fac Mech & Automot Engn Technol, Pekan 26600, Pahang, Malaysia
Univ Ningxia, Sch Mech Engn, Yinchuan, Ningxia, Peoples R ChinaUniv Malaysia Pahang, Fac Mech & Automot Engn Technol, Pekan 26600, Pahang, Malaysia
Rejab, M. R. M.
Idris, M. S.
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Univ Malaysia Pahang, Fac Mech & Automot Engn Technol, Pekan 26600, Pahang, MalaysiaUniv Malaysia Pahang, Fac Mech & Automot Engn Technol, Pekan 26600, Pahang, Malaysia
Idris, M. S.
Abu Hassan, Shukur
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机构:
Univ Teknol Malaysia, Ctr Adv Composite Mat, Fac Engn, Skudai, Johor, MalaysiaUniv Malaysia Pahang, Fac Mech & Automot Engn Technol, Pekan 26600, Pahang, Malaysia
Abu Hassan, Shukur
Kumar, Nallapaneni Manoj
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机构:
City Univ Hong Kong, Sch Energy & Environm, Kowloon, Hong Kong, Peoples R ChinaUniv Malaysia Pahang, Fac Mech & Automot Engn Technol, Pekan 26600, Pahang, Malaysia