Flexural performance of an innovative Hybrid Composite Floor Plate System comprising Glass–fibre Reinforced Cement, Polyurethane and steel laminate


Autoria(s): Abeysinghe, Chanaka M.; Thambiratnam, David P.; Perera, Nimal J.
Data(s)

2013

Resumo

This study explored the flexural performance of an innovative Hybrid Composite Floor Plate System (HCFPS), comprised of Polyurethane (PU) core, outer layers of Glass-fibre Reinforced Cement (GRC) and steel laminates at tensile regions, using experimental testing and Finite Element (FE) modelling. Bending and cyclic loading tests for the HCFPS panels and a comprehensive material testing program for component materials were carried out. HCFPS test panel exhibited ductile behaviour and flexural failure with a deflection ductility index of 4. FE models of HCFPS were developed using the program ABAQUS and validated with experimental results. The governing criteria of stiffness and flexural performance of HCFPS can be improved by enhancing the properties of component materials. HCFPS is 50-70% lighter in weight when compared to conventional floor systems. This study shows that HCFPS can be used for floor structures in commercial and residential buildings as an alternative to conventional steel concrete composite systems.

Formato

application/pdf

Identificador

http://eprints.qut.edu.au/58442/

Publicador

Elsevier Ltd

Relação

http://eprints.qut.edu.au/58442/2/58442.pdf

DOI:10.1016/j.compstruct.2012.06.019

Abeysinghe, Chanaka M., Thambiratnam, David P., & Perera, Nimal J. (2013) Flexural performance of an innovative Hybrid Composite Floor Plate System comprising Glass–fibre Reinforced Cement, Polyurethane and steel laminate. Composite Structures, 95, pp. 179-190.

Direitos

Copyright 2013 Elsevier

This is the author’s version of a work that was accepted for publication in Composite Structures. Changes resulting from the publishing process, such as peer review, editing, corrections, structural formatting, and other quality control mechanisms may not be reflected in this document. Changes may have been made to this work since it was submitted for publication. A definitive version was subsequently published in Composite Structures, [VOL 95, ISSUE -, (2013)] DOI: 10.1016/j.compstruct.2012.06.019.

Fonte

School of Civil Engineering & Built Environment; Science & Engineering Faculty

Palavras-Chave #090000 ENGINEERING #Hybrid Floor Plate System #Glass-fibre Reinforced Cement #Polyurethane #Flexural Performance #Finite Element Modelling #Testing
Tipo

Journal Article