首页> 外文OA文献 >Modelling of Damage in Orthotropic Materials: Including Strain-Softening Effects in Dynamic Problems
【2h】

Modelling of Damage in Orthotropic Materials: Including Strain-Softening Effects in Dynamic Problems

机译:正交异性材料中的损伤建模:包括动态问题中的应变软化效应

代理获取
本网站仅为用户提供外文OA文献查询和代理获取服务,本网站没有原文。下单后我们将采用程序或人工为您竭诚获取高质量的原文,但由于OA文献来源多样且变更频繁,仍可能出现获取不到、文献不完整或与标题不符等情况,如果获取不到我们将提供退款服务。请知悉。

摘要

Damage models are developed within the continuum damage mechanics frameworkwhich allows the description of material degeneration with general constitutiveequations. The difficulty in the description of damage behaviour increases withincreasing complexity of the material behaviour. This is especially true when it comesto composite materials which have an orthotropic material behaviour. The conventionaldescription of damage, i.e. the local continuum damage mechanics description, leadsto strain-softening behaviour which is characterised by a decline in stress withsimultaneously increasing strain.Due to strain-softening the tangent stiffness becomes negative which forces the wavespeed to become imaginary in dynamic problems. Consequently the partial differentialequations governing the dynamic problem change from hyperbolic to elliptic and,therefore, the initial boundary value problem no longer has a unique solution. Due tothis the physical meaning becomes unrealistic. Strain-softening is limited to an infinitelysmall area in which waves are not able to propagate in a process called wave trapping.A displacement discontinuity in an area of width zero (localisation zone) develops. Thestrain becomes infinite in this zone and is accompanied with a zero stress. Areasoutside the softening zone are not able to interact with the strain-softening domain. Asa consequence the strain-softening domain acts similar to a free boundary at whichwaves reflect. The implementation of local continua with strain-softening behaviour infinite element codes leads to additional numerical problems. Strain-softening behaviourmanifests itself in the smallest area possible which is a single point in analyticalconsiderations. This area is defined by the element discretisation in finite elementcodes. Therefore, strain-softening leads to a pronounced mesh sensitivity of results inaddition to mathematical and physical issues.This work aims to find a solution which removes problems associated to strain-softening. Its aim is to represent material behaviour due to damage realistically andenable numerical results to convergence to a unique solution.The strain-softening problem is the focus of this work. It was investigated using a 1Dwave propagation problem described by Bažant and Belytschko [1]. This simpleexperiment allows for an easy comparison of analytical and numerical results andtherefore gives an insight into the problems connected to strain-softening.Furthermore, regularisation methods, specifically nonlocal and viscous methods, wereinvestigated. Regularisation methods add additional terms to constitutive equationswhich keep the initial boundary value problem well-posed and enable a unique solutionindependent of the element discretisation. It was found that these methods are indeedcapable of regulating the softening problem; however, they add additional difficulties inthe description of material behaviour.A new approach to the strain-softening issues, unique at this point of time, wasdeveloped in this work which implements damage as an equivalent damage force. Thisapproach is able to keep the initial boundary value problem stable and converge to aunique solution without adding additional terms in the constitutive equations, such asregularisation methods. This new approach to strain-softening was implemented for anisotropic material with scalar damage variable in DYNA3D successfully. Numericalresults converged to a unique solution and were physically reasonable. The concept ofan equivalent damage force was further developed to orthotropic material behaviour.This made an advanced representation, using an 8th rank damage tensor, necessary.The 8th rank damage tensor is able to represent anisotropic damage and it is also themost general damage representation possible.
机译:损伤模型是在连续损伤力学框架内开发的,可以用一般的本构方程描述材料的退化。描述损害行为的难度在材料行为的复杂性增加的范围内增加。当涉及具有正交异性材料性能的复合材料时,尤其如此。损伤的常规描述,即局部连续损伤力学描述,导致应变软化行为,其特征在于应力下降,同时应变增加。由于应变软化,切线刚度变为负值,这迫使波速在动力学问题中变为虚构。因此,控制动态问题的偏微分方程从双曲型变为椭圆型,因此,初始边值问题不再具有唯一的解。因此,物理意义变得不现实。应变软化被限制在一个无限小的区域,在该区域中波无法以称为波捕获的过程传播。在宽度为零的区域(定位区域)中会出现位移不连续性。应变在该区域变为无限,并伴有零应力。软化区以外的区域不能与应变软化域相互作用。结果,应变软化区域的作用类似于反射波的自由边界。用应变软化行为无限元代码实现局部连续性会导致其他数值问题。应变软化行为表现在尽可能小的区域,这是分析考虑中的单点。该区域由有限元代码中的元素离散化定义。因此,除了数学和物理问题之外,应变软化还导致结果具有显着的网格敏感性。这项工作旨在找到一种解决方案,以消除与应变软化相关的问题。其目的是真实地表示由于损伤而引起的材料行为,并使数值结果收敛到唯一的解决方案。应变软化问题是这项工作的重点。它是使用Bažant和Belytschko [1]描述的一维波传播问题进行研究的。这项简单的实验可以轻松比较分析结果和数值结果,因此可以深入了解与应变软化相关的问题。此外,还研究了正则化方法,特别是非局部方法和粘性方法。正则化方法在本构方程中添加了其他项,从而使初始边界值问题处于适当位置,并能够进行独立于元素离散的唯一解。已经发现这些方法确实能够调节软化问题。然而,这在材料性能的描述中增加了额外的困难。在这项工作中,开发了一种解决应变软化问题的新方法,该方法在此时是独一无二的,该方法将破坏作为等效的破坏力来实现。该方法能够保持初始边界值问题稳定并收敛到唯一解,而无需在本构方程中添加其他项(例如正则化方法)。这种新的应变软化方法已成功应用于DYNA3D中具有标量损伤变量的各向异性材料。数值结果收敛到唯一的解决方案,并且在物理上是合理的。等效破坏力的概念被进一步发展为正交异性材料行为,这使得使用8级损伤张量进行高级表示成为必要.8级损伤张量能够表示各向异性损伤,也是最一般的损伤表示方法。

著录项

  • 作者

    Gemkow Karla Simone;

  • 作者单位
  • 年度 2013
  • 总页数
  • 原文格式 PDF
  • 正文语种 {"code":"en","name":"English","id":9}
  • 中图分类

相似文献

  • 外文文献
  • 中文文献
  • 专利

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号