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Modeling of the onset, propagation, and interaction of multiple cracks generated from corrosion pits by using peridynamics

机译:使用周边动力学对腐蚀坑产生的多个裂纹的发生,传播和相互作用进行建模

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摘要

High stress regions around corrosion pits can lead to crack nucleation and propagation. In fact, in many engineering applications, corrosion pits act as precursor to cracking, but prediction of structural damage has been hindered by lack of understanding of the process by which a crack develops from a pit and limitations in visualization and measurement techniques. An experimental approach able to accurately quantify the stress and strain field around corrosion pits is still lacking. In this regard, numerical modeling can be helpful. Several numerical models, usually based on finite element method (FEM), are available for predicting the evolution of long cracks. However, the methodology for dealing with the nucleation of damage is less well developed, and, often, numerical instabilities arise during the simulation of crack propagation. Moreover, the popular assumption that the crack has the same depth as the pit at the point of transition and by implication initiates at the pit base has no intrinsic foundation. A numerical approach is required to model nucleation and propagation of cracks without being affected by any numerical instability and without assuming crack initiation from the base of the pit. This is achieved in the present study, where peridynamics (PD) theory is used in order to overcome the major shortcomings of the currently available numerical approaches. Pit-to-crack transition phenomenon is modeled, and nonconventional and more effective numerical frameworks that can be helpful in failure analysis and in the design of new fracture-resistant and corrosion-resistant materials are presented.
机译:腐蚀坑周围的高应力区域可能导致裂纹成核和扩展。实际上,在许多工程应用中,腐蚀坑是裂纹的先兆,但是由于对裂纹从坑产生的过程缺乏了解以及可视化和测量技术的局限性,阻碍了结构破坏的预测。仍然缺乏能够准确量化腐蚀坑周围应力和应变场的实验方法。在这方面,数值建模可能会有所帮助。通常基于有限元方法(FEM)的几种数值模型可用于预测长裂纹的演变。但是,用于解决损伤形核的方法开发得不够完善,并且在模拟裂纹扩展过程中经常会出现数值不稳定性。而且,普遍的假设是,裂纹在过渡点处具有与凹坑相同的深度,并且隐含地在凹坑底部引发,这没有内在的基础。需要一种数值方法来模拟裂纹的形核和扩展,而不受任何数值不稳定性的影响,并且不假定裂纹是从基坑底部开始的。这是在本研究中实现的,在本研究中,使用了围动力学(PD)理论来克服当前可用数值方法的主要缺点。对从坑到裂缝的过渡现象进行了建模,并提出了非常规且更有效的数值框架,该框架可用于失效分析和新型耐断裂和耐腐蚀材料的设计。

著录项

  • 来源
    《Journal of engineering materials and technology》 |2017年第4期|041001.1-041001.9|共9页
  • 作者单位

    Department of Naval Architecture Ocean and Marine Engineering, University of Strathclyde, Glasgow, United Kingdom;

    Department of Naval Architecture Ocean and Marine Engineering, University of Strathclyde, Glasgow, United Kingdom;

    Department of Naval Architecture Ocean and Marine Engineering, University of Strathclyde, Glasgow, United Kingdom;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Corrosion; Crack; Peridynamics; Pitting;

    机译:腐蚀;裂纹;流体动力学;点蚀;

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