Flexural Strength Evaluation of one-Way Void Deck Plate Slab with Polystyrene Foam

Article Preview

Abstract:

Use of hollow material in deck plate can reduce slab weight and improve the performance of fixing and installing hollow material. In this study, one-directional slabs were experimented with presence or absence of hollow material and deck plate depth etc as variable to evaluate the bending performance of deck plate that includes rectangular cross-section polystyrene hollow material. As a result of the experiment, when compared with the deck plate without hollow material, deck plate with hollow material was found to have similar bending yield strength and deformation performance. In addition, hollow material deck plate was evaluated to have greater strength performance than bending strength provided in ACI318-08 standard.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

964-968

Citation:

Online since:

May 2012

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2012 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Sung-Bae Kim, Jun-Yong Park, Yong-Gyo Lee, Do-Hyung Lee, and Sang-Seup Kim: Journal of AIK, Vol.27, No.5 (2011), pp.37-44

Google Scholar

[2] Kim, Kee-Woong Jin, Hai-Long Yun, Hyuk-Gee Park, Hae-Young Park, Sung-Soo: Journal of AIK, Vol.27, No.1 (2011), pp.43-50

Google Scholar

[3] ACI Committee 318: Building Code Requirements for Structural Concrete (ACI 318-08) and Commentary (ACI 318R-08) (2008)

DOI: 10.1061/(asce)1076-0431(1996)2:3(120.3)

Google Scholar