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Effect of elastic modulus and Poisson's ratio on guided wave dispersion using transversely isotropic material modelling

机译:弹性模量和泊松比在横向各向同性材料造型中引导波分散的影响

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Timber poles are commonly used for telecommunication and power distribution networks, wharves or jetties, piling or as a substructure of short span bridges. Most of the available techniques currently used for non-destructive testing (NDT) of timber structures are based on one-dimensional wave theory. If it is essential to detect small sized damage, it becomes necessary to consider guided wave (GW) propagation as the behaviour of different propagating modes cannot be represented by one-dimensional approximations. However, due to the orthotropic material properties of timber, the modelling of guided waves can be complex. No analytical solution can be found for plotting dispersion curves for orthotropic thick cylindrical waveguides even though very few literatures can be found on the theory of GW for anisotropic cylindrical waveguide. In addition, purely numerical approaches are available for solving these curves. In this paper, dispersion curves for orthotropic cylinders are computed using the scaled boundary finite element method (SBFEM) and compared with an isotropic material model to indicate the importance of considering timber as an anisotropic material. Moreover, some simplification is made on orthotropic behaviour of timber to make it transversely isotropic due to the fact that, analytical approaches for transversely isotropic cylinder are widely available in the literature. Also, the applicability of considering timber as a transversely isotropic material is discussed. As an orthotropic material, most material testing results of timber found in the literature include 9 elastic constants (three elastic moduli and six Poisson's ratios), hence it is essential to select the appropriate material properties for transversely isotropic material which includes only 5 elastic constants. Therefore, comparison between orthotropic and transversely isotropic material model is also presented in this article to reveal the effect of elastic moduli and Poisson's ratios on dispersion curves. Based on this study, some suggestions are proposed on selecting the parameters from an orthotropic model to transversely isotropic condition.
机译:木球通常用于电信和配电网络,码头或码头,堆积或短跨度桥梁的子结构。目前用于木结构的非破坏性测试(NDT)的大多数可用技术都基于一维波动理论。如果必须检测小尺寸损坏,则需要考虑引导波(GW)传播,因为不同传播模式的行为不能由一维近似表示。然而,由于木材的正交材料性质,引导波的建模可以复杂。即使在对各向异性圆柱形波导的GW理论上找到非常少的文献,也可以找到用于绘制正交厚圆柱形波导的分散曲线的分析液。此外,可用于解决这些曲线的纯粹数值方法。在本文中,使用缩放边界有限元方法(SBFEM)计算用于正交圆柱体的分散曲线,并与各向同性材料模型进行比较,以表明考虑木材作为各向异性材料的重要性。此外,在木材的正交行为上进行了一些简化,以使其横向各向同性,因为这是横向各向同性圆柱体的分析方法在文献中广泛可用。而且,讨论了考虑木材作为横向各向同性材料的适用性。作为正交材料,文献中发现的木材的大多数材料测试结果包括9个弹性常数(三种弹性模量和六个泊松比),因此必须为横向各向同性材料选择适当的材料性质,其仅包括5个弹性常数。因此,本文还列出了正交和横向各向同性材料模型之间的比较,以揭示弹性模态和泊松比对分散曲线的影响。基于这项研究,提出了一些关于从正向模型中选择参数以横向各向同性条件的建议。

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