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Nonlinear random vibration of laminated FRP plates using high-order shear theory.

机译:基于高阶剪切理论的层压玻璃钢板的非线性随机振动。

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摘要

The nonlinear response of laminated fiber reinforced plastic (FRP) plates modeled with finite elements and excited by stochastic loading is studied. The use of FRPs has been extended rapidly for structural applications in recent years due to their outstanding mechanical properties. Most FRP materials have strong anisotropic properties and exhibit significant nonlinearity in the shear stress-strain law. A high-order shear theory is used to account for the variation of strains through the thickness, since Kirchhoff and Mindlin plate theories are usually inadequate for modeling laminated FRP plates of reasonable thickness. Approximate nonlinear random vibration analysis is performed using the method of equivalent linearization to account for material nonlinearity. The solutions are obtained using an iterative approach, where linear random vibration analysis is performed in each iteration. A computer program is developed and implemented for the nonlinear random vibration analysis. Cantilevered FRP plates consisting of single-ply and three-ply plates with rectangular geometry and Boron/Epoxy Narmco 5505 FRP material are considered in numerical examples. Various types of fiber orientations and stacking sequences are considered. The results show that the effect of nonlinearity on the responses becomes more pronounced as the excitation level is raised, and hence the number of iterations required for convergence also increases. The material nonlinearity significantly affects some displacement, strain, and stress responses, depending on the fiber orientations, stacking sequences, material properties and plate geometry. Use of the high-order shear deformation theory also significantly affects the responses in comparison to simpler theories such as the classical and first-order shear deformation theories. A formulation for deterministic dynamic analysis is also developed and some deterministic simulations are performed to verify the accuracy of the approximate nonlinear random vibration method. The random vibration analysis is found to be sufficiently accurate and considerably more cost effective than the use of deterministic simulations.
机译:研究了用有限元建模并受随机载荷激励的层压纤维增强塑料(FRP)板的非线性响应。近年来,由于其出色的机械性能,FRP的使用已迅速扩展到结构应用中。大多数FRP材料具有很强的各向异性,并且在剪应力-应变定律中表现出明显的非线性。由于基尔霍夫(Kirchhoff)和明德林(Mindlin)板理论通常不足以对合理厚度的层压FRP板进行建模,因此使用高阶剪切理论来解释厚度方向上的应变变化。使用等效线性化方法进行近似非线性随机振动分析,以解决材料非线性问题。使用迭代方法获得解,其中在每次迭代中执行线性随机振动分析。开发并实现了用于非线性随机振动分析的计算机程序。在数值示例中考虑了由矩形矩形单层板和三层板组成的悬臂式FRP板和硼/环氧Narmco 5505 FRP材料。考虑了各种类型的纤维取向和堆叠顺序。结果表明,随着激励水平的提高,非线性对响应的影响变得更加明显,因此收敛所需的迭代次数也增加了。材料的非线性会严重影响一些位移,应变和应力响应,具体取决于纤维的方向,堆叠顺序,材料特性和板的几何形状。与简单的理论(例如经典和一阶剪切变形理论)相比,高阶剪切变形理论的使用还显着影响响应。还开发了确定性动力学分析的公式,并进行了一些确定性仿真,以验证近似非线性随机振动方法的准确性。发现随机振动分析比使用确定性仿真足够准确,并且更具成本效益。

著录项

  • 作者

    Kang, Joowon.;

  • 作者单位

    Michigan State University.;

  • 授予单位 Michigan State University.;
  • 学科 Engineering Civil.; Engineering Mechanical.
  • 学位 Ph.D.
  • 年度 1998
  • 页码 153 p.
  • 总页数 153
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 建筑科学;机械、仪表工业;
  • 关键词

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