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Transient dynamic, damping and an elastoplastic analysis of anisotropic laminated composite plates using a refined plate theory.

机译:使用精细板理论对各向异性层合复合板进行瞬态动力,阻尼和弹塑性分析。

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摘要

A new two dimensional finite element model is presented for the first time to perform the linear transient dynamic, damping and elastic-plastic analysis of anisotropic laminated composite plates. A refined plate theory accounting for shear deformation is considered. The accommodation of variable material properties through thickness is made possible by a discrete layer approach. A quadratic Lagrangian element is used together with selective/reduced integration. Experimental data on specific damping capacity of unidirectional composite beam is used to predict the specific damping capacity of laminated composite plates in various modes of vibration. A viscous damping approximation is then employed to calculate the damped transient response of laminated plates. For an elastic-plastic analysis, plastic yielding is based on the generalized Huber-Mises yield criterion developed by Hill for anisotropic materials. The anisotropic parameters used to define the yield function are updated during the material strain hardening history. Tractable rate-independent elastic-plastic constitutive equations for a lamina and a laminate are developed.;The effect of transverse shear deformation, boundary conditions, anisotropy, fiber orientation and lamination scheme on specific damping capacity and damped transient response are investigated. The present results for damping agree very closely with experimental results available in the literature and can serve as benchmark for future comparison by other investigators. Numerical results for an elastic-plastic response are obtained for both laminated and nonlaminated plates and compared with available solutions. The transverse shear effects on the load deformation characteristics and on the spread of plastic zones are discussed. The elastic-plastic analysis is extended using the HSDT and the accuracy of the obtained solutions is checked with the solutions of an FSDT analysis.
机译:首次提出了一个新的二维有限元模型,以进行各向异性层合复合板的线性瞬态动力,阻尼和弹塑性分析。考虑了考虑剪切变形的精细板理论。通过离散层方法可以通过厚度适应各种材料特性。二次拉格朗日元素与选择性/归约积分一起使用。单向复合材料梁的比阻尼能力的实验数据被用来预测层压板在各种振动模式下的比阻尼能力。然后采用粘性阻尼近似来计算层压板的阻尼瞬态响应。对于弹塑性分析,塑性屈服基于Hill提出的各向异性材料的通用Huber-Mises屈服准则。在材料应变硬化历史期间,将更新用于定义屈服函数的各向异性参数。建立了薄板和层合板的速率无关的弹塑性本构方程。研究了横向剪切变形,边界条件,各向异性,纤维取向和层压方案对比阻尼能力和阻尼瞬态响应的影响。目前的阻尼结果与文献中提供的实验结果非常吻合,可以作为其他研究人员将来进行比较的基准。获得了层压板和非层压板的弹塑性响应的数值结果,并与可用的解决方案进行了比较。讨论了横向剪切对载荷变形特性和塑性区分布的影响。使用HSDT扩展了弹塑性分析,并使用FSDT分析的溶液检查了所获得溶液的准确性。

著录项

  • 作者

    Pervez, Tasneem.;

  • 作者单位

    University of Minnesota.;

  • 授予单位 University of Minnesota.;
  • 学科 Mechanical engineering.;Mechanics.
  • 学位 Ph.D.
  • 年度 1991
  • 页码 127 p.
  • 总页数 127
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

  • 入库时间 2022-08-17 11:50:32

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