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Development of layered elastic stress wave attenuators for mitigating impulsive loadings.

机译:分层弹性应力波衰减器的开发,以减轻脉冲负载。

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摘要

This research investigated the development of new material architectures for mitigating the effects of impulsive loadings, such as blast and high velocity impact, using functionally graded materials (FGM). The underlying concept explored in this research relies on stress wave attenuation associated with geometric dispersion phenomena in layered structures. The whole work presented in this dissertation can be divided into two parts. The first part focuses on the analytical study of stress wave propagation in layered structures, while the second part of the dissertation addresses optimal design of the layered structures as stress wave attenuators. For this latter part, genetic algorithms are utilized, along with the analysis procedures derived in the first part of the dissertation. The optimization involves tuning material properties and adjusting the length of each layer, along with the total length of a multilayer structure. Attenuation of elastic stress waves propagating through simple and bundled one-dimensional elastic media are investigated by considering various FGM structures situated between free and fixed surfaces.; In the analytical side of this research, a transfer matrix that relates the displacement amplitudes in adjacent layers is derived in the Laplace transform domain, and then applied to analyze the layered structures. Similarly, a stress transfer function is developed for the layered structure to relate the stress output at the fixed end under any arbitrary transient load. The analytical solutions of stress at the fixed surface are obtained for Goupillaud-type media (two layers, three layers and four layers) and a two-layer structure with a large second layer. For general multilayer structures, numerical inversion of the Laplace Transform has to be employed to obtain the stress output.; When an incident stress pulse passes through a layered structure, a reduced stress amplitude and elongated pulse duration can be obtained with proper selection of materials and dimensions of the layers. Consequently, an optimal design procedure is proposed to obtain the optimal FGM architecture. For the layered structures having analytical solutions, the optimal material requirement is obtained by taking into account both the stress amplitude and period; and the optimization is solved analytically. However, for general multilayer FGM structures, the optimization is focused on the stress amplitude only and solved using a real encoded adaptive genetic algorithm developed in this dissertation. By applying the load and following the procedures proposed in this dissertation, the optimal material structures for various transient loadings are achieved.; The major contributions of this dissertation are three-fold: (1) The derivation of the stress transfer function relating the stress output to the applied loads for multilayer structures. (2) The derivation of analytical solutions of stress at the fixed surface for several cases of layered structures. (3) The application of real encoded adaptive genetic algorithms to generate optimal designs of the layered structures as stress wave attenuators.
机译:这项研究调查了使用功能梯度材料(FGM)减轻冲击载荷(如爆炸和高速冲击)影响的新材料体系结构的开发。本研究中探索的基本概念依赖于分层结构中与几何色散现象相关的应力波衰减。本文提出的整个工作可以分为两个部分。第一部分着重分析应力波在层状结构中的传播,而第二部分着重研究层状结构作为应力波衰减器的优化设计。对于后一部分,将利用遗传算法以及本文第一部分中得出的分析程序。优化涉及调整材料属性和调整每一层的长度以及多层结构的总长度。通过考虑自由表面和固定表面之间的各种FGM结构,研究了通过简单且成束的一维弹性介质传播的弹性应力波的衰减。在这项研究的分析方面,在拉普拉斯变换域中得出了与相邻层中位移幅度相关的传递矩阵,然后将其应用于分析分层结构。类似地,为分层结构开发了应力传递函数,以将任意任意瞬态载荷下固定端的应力输出关联起来。对于Goupillaud型介质(两层,三层和四层)和具有较大第二层的两层结构,获得了固定表面应力的解析解。对于一般的多层结构,必须采用拉普拉斯变换的数值反演来获得应力输出。当入射应力脉冲通过层状结构时,通过适当选择层的材料和尺寸,可以获得减小的应力幅度和延长的脉冲持续时间。因此,提出了一种最优的设计程序来获得最优的FGM架构。对于具有解析解的层状结构,通过同时考虑应力幅值和周期来获得最佳材料要求。优化可以通过解析来解决。然而,对于一般的多层FGM结构,其优化只集中在应力振幅上,并采用本文开发的一种真实编码的自适应遗传算法进行求解。通过施加载荷并遵循本文提出的程序,获得了各种瞬态载荷的最佳材料结构。本文的主要贡献有三点:(1)推导应力传递函数,将应力输出与多层结构的施加载荷相关联。 (2)推导了几种分层结构情况下固定表面应力的解析解。 (3)应用实际编码的自适应遗传算法生成分层结构的优化设计,作为应力波衰减器。

著录项

  • 作者

    Luo, Xiaobo.;

  • 作者单位

    State University of New York at Buffalo.$bCivil, Structural and Environmental Engineering.;

  • 授予单位 State University of New York at Buffalo.$bCivil, Structural and Environmental Engineering.;
  • 学科 Engineering Civil.
  • 学位 Ph.D.
  • 年度 2008
  • 页码 176 p.
  • 总页数 176
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 建筑科学 ;
  • 关键词

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