Structural behaviour of prefabricated stressed-skin engineered timber composite flooring systems. (December 2019)

• Record Type: Journal Article
• Authors: Orlowski, Kristopher; Baduge, Shanaka Kristombu; Mendis, Priyan; Oktavianus, Yusak
• Is Part Of: Structures. Volume 22(2020)
• Page Start: 230
• Page End: 244
• Publication Date: 2019-12
• Subjects: Stressed-skin -- Timber flooring cassette -- Engineered wood products (EWP) -- Three-point bending -- Oriented strand board (OSB) -- Prefabricated -- Finite element analysis (FEA); Structural engineering -- Periodicals; 624.1
• DOI: 10.1016/j.istruc.2019.08.012
• Languages: English
• ISSNs: 2352-0124

Abstract

Abstract: The primary focus of this study is understanding the behaviour and structural performance of prefabricated composite timber floor cassette systems with Oriented strand board (OSB) stressed-skins. These do not have a dedicated top flange, instead their plywood webs are integrally bonded to the OSB flooring skin through a chemical connection. Subsequently, local buckling of the stressed-skin was found to occur as the first failure mode. Specimens with 150 mm and 300 mm nail spacings were investigated for its effects on performance due to the criticality of the integrated web to floor skin connection in these systems. A total of 20 stressed-skin specimens were tested in three-point bending with recordings of the applied force, displacement, slip and failure modes. It was found that local buckling of the skin is prone to occur prior to reaching the designed SLS limit. A detailed Finite Element Analysis (FEA) which takes into consideration the full behaviour of the materials and the glue and nail connections along with failure modes has been validated and used to provide insight to potential design solutions. Key parameters investigated include the adhesive properties, the ratio of clear effective outstand width of the flange to the thickness of the stressed-skin ( b eff, o / t ), ratio of the clear depth of the web to the thickness of the web ( d p / t w ), ratio of the clear span to the total depth of the composite beam ( L c / D ) and finally the spacing of the nails. This has resulted in a broad level understanding of the effects of these design parameters to the behaviour of stressed-skin engineered timber flooring cassettes.