AIJ Journal of Technology and Design
Online ISSN : 1881-8188
Print ISSN : 1341-9463
ISSN-L : 1341-9463
Structures
THE FLEXURAL LOADING CAPACITY OF COMPOSITE SLAB WITH REINFORCED CONCRETE TOPPED ON THE GLUED LAMINATED TIMBER PANEL
Fumiaki OHKI, Noritaka MOROHASHI, Kenta SHINDO, Takahisa KAMADA, Masayuki MIYABAYASHI, Atsushi MIYATAKE, Yasushi HIRAMATSU
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Keywords: Glued laminated timber, Composite slab, Flexural loading capacity, Shear connector
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2015 Volume 21 Issue 49 Pages 1081-1086

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Abstract
This report shows the results of an investigation by experimental study regarding the flexural loading capacity of composite slabs with reinforced concrete topped on the glued laminated timber panel. The shear connectors were used for deformed bar D10, flush cut bolt M12 and Lag screw bolt. As a result, there was no difference by three kinds of shear connectors for the initial stiffness, the proportional limit load and the maximum flexural load of composite slab when using glued laminated timber panel 60mm thick. The composite slab showed a ductile behavior after flexural yield load in load-deflection curves.
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© 2015 Architectural Institute of Japan
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