Punching behaviour of foam filled modular sandwich panels with high-density polyethylene skins

被引:6
|
作者
Tahmoorian, F. [1 ]
Nemati, S. [2 ]
Sharafi, P. [2 ]
Samali, B. [2 ]
Khakpour, S. [3 ]
机构
[1] Cent Queensland Univ, Sch Engn & Technol, Rockhampton, Qld, Australia
[2] Western Sydney Univ, Ctr Infrastruct Engn, Penrith, NSW, Australia
[3] Univ Oulu, MIPT Grp, Oulu, Finland
关键词
Modular sandwich panels; Floors and roof; Polyurethane foam; Scissors shear; Punching shear;
D O I
10.1016/j.jobe.2020.101634
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Modular composite panels are being widely used for floors and roofs in prefabricated construction. Scissors shear and punching shear strength are two critical parameters for designing the sandwich panels under concentrated out of plane load. However, there are relatively few studies on scissors shear and punching shear strength of sandwich panels in literature in comparison with tensile strength and normal shear strength. In this paper, the scissor shear and punching behaviour of an innovative structural sandwich panel is investigated. The introduced system consists of a high-density polyurethane (PUR) foam core as well as two con tinuous layers of high-density polyethylene (HDPE) facings. Scissors shear strength and punching strength of these panels are studied through a creative experimental procedure. The scissors shear test is also simulated using nonlinear finite element models and finally, the results are compared with each other. The results show that the first yield point of composite happens due to shear stress in foam. On the other hand, due to scissors shear, the foam is ruptured on two surfaces at about 45 degrees. The scissors shear strength for the proposed panel, is determined to be 3.1 MPa, which is in good agreement with numerical results. In addition, the results revealed that using studliner skins can improve the scissors shear strength and punching shear strength of panels by about 34% and 22%, respectively.
引用
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页数:8
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