Core Configuration Effect On The Flexural Behaviour Of Sandwich Panel Made Of Aluminium Skin And Sengon Wood Core

J. Fajrin, N. N. Kencanawati, M. Eniarti, Arismanto Arismanto
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Abstract

Among the many choices of composite sandwich panel cores, Balsa wood is one of the main alternatives of cores made of wood. However, the availability and price of Balsa wood are quite expensive, so it needs alternatives from other types of wood such as Sengon wood. The purpose of this study was to evaluate the feasibility of Sengon wood as a core of composite sandwich panels. Three variations of the Sengon wood layout had been prepared as the core of the sandwich panels with a skin made of aluminum. All specimens, including the control specimens made of whole Sengon wood, were prepared with a size of 550 x 50 x 24 mm for length, width, and depth, respectively. Each variation and also the control specimens were made of 3 pieces. Tests were carried out based on the ASTM C 393-94 standard under the three-point bending test scheme. The results showed that the sandwich panel with plain Sengon wood core has the highest capacity to carry a flexural load, which is approximately 177.391 MPa, followed by a sandwich panel with long and end grain Sengon board that possess flexural strength of 153.913 MPa and 79.101 MPa, respectively. The flexural strength of these sandwich panels is superior to solid Sengon wood. The sandwich panels showed a typical ductile material indicated by a non-linear curve without a distinct yielded point before reach the maximum failure load. Three sandwich panels with various Sengon wood cores collapsed under three types of failure mechanisms; face wrinkling, shearing of the core, and delamination between the interface of skin and core. In conclusion, Sengon wood has a great potential to be used as the core material for a composite sandwich panel.
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芯型对铝皮-松木芯夹芯板弯曲性能的影响
在复合夹层板芯材的众多选择中,巴尔沙木是木质芯材的主要替代品之一。然而,巴尔萨木材的可用性和价格都相当昂贵,因此它需要其他类型的木材(如Sengon木材)的替代品。本研究的目的是评估Sengon木材作为复合夹层板核心的可行性。三种不同的Sengon木材布局已经准备好作为夹层板的核心,表面由铝制成。所有标本(包括对照标本)均采用全森贡木制作,长、宽、深分别为550 × 50 × 24 mm。每个变异和对照标本均由3块组成。试验依据ASTM C 393-94标准在三点弯曲试验方案下进行。结果表明:平纹木芯夹芯板的抗弯承载力最高,约为177.391 MPa;长纹和端纹木芯夹芯板的抗弯承载力次之,分别为153.913 MPa和79.101 MPa;这些夹层板的抗弯强度优于实心松木。夹层板在达到最大破坏荷载前表现为一种典型的延性材料,表现为非线性曲线,无明显的屈服点。三种不同芯材夹心板在三种破坏机制下发生垮塌;面皮起皱,皮芯剪切,皮芯界面脱层。综上所述,森根木具有作为复合夹层板芯材的巨大潜力。
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