Structural Performance of Prefabricated Timber-Concrete Composite Floor Constructed Using Open Web Truss Joist Made of LVL Paraserianthes Falctaria — Oak Academic Publishing
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Structural Performance of Prefabricated Timber-Concrete Composite Floor Constructed Using Open Web Truss Joist Made of LVL Paraserianthes Falctaria
Department of Civil and Environmental Engineering, Universitas Gadjah Mada, Yogyakarta, Indonesia
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Department of Civil and Environmental Engineering, Universitas Gadjah Mada, Yogyakarta, Indonesia
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Department of Civil and Environmental Engineering, Universitas Gadjah Mada, Yogyakarta, Indonesia
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Department of Civil and Environmental Engineering, Universitas Gadjah Mada, Yogyakarta, Indonesia
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Department of Civil and Environmental Engineering, Universitas Gadjah Mada, Yogyakarta, Indonesia
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Department of Civil Engineering, Universitas Sebelas Maret, Surakarta, Indonesia
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Faculty of Built Environment, Eindhoven University of Technology, Eindhoven, Netherlands
1 Department of Civil and Environmental Engineering, Universitas Gadjah Mada, Yogyakarta, Indonesia
2 Department of Civil and Environmental Engineering, Universitas Gadjah Mada, Yogyakarta, Indonesia
3 Department of Civil and Environmental Engineering, Universitas Gadjah Mada, Yogyakarta, Indonesia
4 Department of Civil and Environmental Engineering, Universitas Gadjah Mada, Yogyakarta, Indonesia
5 Department of Civil and Environmental Engineering, Universitas Gadjah Mada, Yogyakarta, Indonesia
6 Department of Civil Engineering, Universitas Sebelas Maret, Surakarta, Indonesia
7 Faculty of Built Environment, Eindhoven University of Technology, Eindhoven, Netherlands
This paper investigates an open web truss joist (OWTJ) made of laminated veneer lumber (LVL) Paraserianthes falctaria as a prefabricated tim ber - concrete composite floor system. The four-point bending test showed that structura l performances of the OWTJ, conventional composite floor (CCF), and prefabricated composite floor (PCF) were similar. Although composite action was not developed as no lateral deformation was observed at the shear connectors, in stalling a concrete slab above the OWTJ can slightly increase the ductility factor of the composite floor. Furthermore, a finite element model was developed, and the model proved to be suitable for simulating the structural performance of the composite floor.
KeywordsLVL SengonOpen Web Truss JoistPre-Fabricated Timber Floor
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