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首页> 外文期刊>Composite Structures >Bending and buckling of a metal seven-layer beam with crosswise corrugated main core - Comparative analysis with sandwich beam
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Bending and buckling of a metal seven-layer beam with crosswise corrugated main core - Comparative analysis with sandwich beam

机译:交叉波纹主芯的七层金属梁的弯曲和屈曲-夹层梁的比较分析

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摘要

AbstractThe study is devoted to thin-walled simply supported sandwich beams: three and seven-layer beams. Seven-layer beams are composed of a trapezoidally crosswise corrugated main core and two three-layer facings with trapezoidally lengthwise corrugated cores. Essential difference between such a structure and classical three-layer beams consists in the fact that the facings are of three-layer structure too. Hence, the structure is a seven-layer beam, the layers of which are distinguished by different properties. The thin-walled beam with three trapezoidally corrugated cores is an innovatory orthotropic structure, not referred to in the literature. Characteristic feature of the beam consists in differentiation of shear effects in particular layers, according to the core corrugation direction. Deformation of the cross section of the beam depends on the direction too. An original mathematical model is formulated, which includes the hypothesis of deformation of the cross section of the beam, inclusive of the displacement and strain fields, and rigidities of the layers in particular directions. The adequate model of three-layer beam with steel foam core is also formulated. Basing on the principle of the total potential energy the equations of equilibrium are derived for three and seven-layer beams, respectively. Then the equations are analytically solved. In case of seven-layer beams the deflections and the critical axial force are determined for different values of the trapezoidal corrugation pitch of the main core. The results are compared with adequate for three-layer beam and presented in Tables. It is concluded that such seven-layer beam – plate band with three-layered facings is more resistant to the load than the classical three-layered beams of the same mass with regard to strength and stability. Additional effect of the research consists in generalization of classical theories of sandwich plates.
机译: 摘要 该研究致力于薄壁简单支撑的夹心梁:三层和七层梁。七层梁由梯形横向波纹主纤芯和两个三层饰面组成,梯形波纹纵向纤芯。这种结构与传统的三层梁之间的本质区别在于,饰面也具有三层结构。因此,该结构是七层梁,其各层具有不同的特性。具有三个梯形波纹芯的薄壁梁是一种创新的正交异性结构,在文献中没有提及。梁的特征在于根据纤芯的波纹方向区分特定层的剪切效应。梁横截面的变形也取决于方向。建立了一个原始的数学模型,其中包括梁横截面变形的假设,包括位移和应变场以及层在特定方向上的刚度。建立了泡沫钢芯三层梁的适当模型。根据总势能原理,分别导出了三层和七层梁的平衡方程。然后,对方程进行解析求解。在七层梁的情况下,针对主芯的梯形波纹节距的不同值确定挠度和临界轴向力。将结果与适合三层光束的结果进行比较,并列在表中。结论是,就强度和稳定性而言,这种具有三层饰面的七层梁-板带比相同质量的传统三层梁更能抵抗载荷。该研究的其他效果在于对夹心板经典理论的概括。

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