Experimental Test and Non-Linear Finite Element Modeling Prediction on Profiled Steel Sheeting Dry Board (PSSDB) with Geopolymer Concrete Infill

Abstract:

Profiled steel sheeting dry board (PSSDB) system is made of profiled steel sheeting that is connected to the dry board using a self-drilling, self-tapping screw. This study aims to predicts the load-deflection behavior of PSSDB panel system under the influence of geopolymer concrete infill with finite element modeling. To achieve the target objective, the laboratory testing approach and a theoretical system behavior prediction are considered. Through a bending test, the stiffness of PSSDB full board with geopolymer concrete infill (FBGPC) panel is 27.42 kNm² and the ultimate load is 13.13 kN/m². The developed finite-element modeling (FEM) successfully predicts the behavior of PSSDB with geopolymer concrete infill panel with >85% accuracy.

• Periodical: Key Engineering Materials (Volume 673)
• Pages: 75-81
• DOI: https://doi.org/10.4028/www.scientific.net/KEM.673.75
• Online since: January 2016
• Authors: Mohd Isa Jaffar*, Wan Hamidon Wan Badaruzzaman, A.M. Mustafa Al Bakri, Sharizan Baharom
• Keywords: Contact Stiffness, Deflection, Geopolymer Concrete, Infill, Normal Concrete

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