Steel and Composite Structures

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Experimental and numerical study on the PSSDB system as two-way floor units

  • Al-Shaikhli, Marwan S. (Building and Construction Technology Engineering Department, Madenat Alelem University College) ;
  • Badaruzzaman, Wan Hamidon Wan (PRASARANA, Universiti Kebangsaan Malaysia) ;
  • Al Zand, Ahmed W. (Department of Civil Engineering, Universiti Kebangsaan Malaysia)
  • Received : 2020.11.22
  • Accepted : 2021.11.21
  • Published : 2022.01.10
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Abstract

This paper researches a lightweight composite structure referred to as the Profiled Steel Sheeting Dry Board (PSSDB). It is fundamentally produced by connecting a Profiled Steel Sheeting to Dry Board using mechanical screws. It is mainly employed as floor panels. However, almost all studies have focused on researching the one-way structural performance. Therefore, this study focuses on the bending behaviour of the two-way PSSDB floor system using both of Finite Element (FE) and Experimental analysis. Four panels were used in the experimental tests, and a mild steel plate has been applied at the bottom for two panels. For the FE process, models were created using ABAQUS software. 4 parametric studies have been utilized to understand the system's influential elements. From the experimental tests, it was found that using Steel Plate shall optimize the two-way action of the system and depending on the type of dry board the improvement in stiffness may reach up to 38%. It was shown from the FE analysis that the dry board, profiled steel sheeting and steel plat can affect the system by up to 10 %, 17% and 3% respectively, while applying a uniform load demonstrate a better two-way action.

Keywords

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