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A scheme for finite element analysis of mode I and mixed mode stable crack growth and a case study with AISI 4340 steel

机译:I型和混合模式稳定裂纹扩展的有限元分析方案以及AISI 4340钢的案例研究

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摘要

A new scheme for elastic-plastic finite element analysis has been proposed for the study of stable crack growth (SCG) from initiation to instability in both mode I and mixed modes (I and II). The scheme is based on node-release technique and helps to determine the variation of fracture load with crack extension without requiring much computer storage and time. The scheme permits predictions of load variation with load line displacement (LLD), maximum fracture load, crack tip current plastic zone and crack edge profile. In the analysis the condition for crack extension at every stage of the SCG is considered to be governed by CTOA/COD reaching a critical value. The scheme of analysis is different from the ones proposed by earlier investigators. The whole SCG is analysed in a few stages using the ANSYS software and a single discretization. Element arrangement in the discretization is decided from the very beginning; it has a capability of accommodating changes in boundary conditions arising out of crack extension in the later stages. Each stage is analysed afresh ignoring state of stress-strain reached at a material point at the end of the previous stage. Case studies on both mode I and mixed mode presented considering AISI 4340 steel, which is widely used in nuclear power industry, indicate that the SCG through it can be characterized in terms of a single COD or CTOA. Predictions for the initiation and maximum fracture loads in both the cases compare very closely with the experimental data reported. The results presented also include the value of critical COD/CTOA (0.035 mm/0.0875 rad) characterizing the SCG through the steel and show that the initiation load is not significantly affected by crack tip radius up to 0.05 mm.
机译:提出了一种新的弹塑性有限元分析方案,用于研究在模式I和混合模式(I和II)下从开始到不稳定的稳定裂纹扩展(SCG)。该方案基于节点释放技术,有助于确定裂缝载荷随裂纹扩展的变化,而无需占用大量计算机存储空间和时间。该方案可以预测载荷随载荷线位移(LLD),最大断裂载荷,裂纹尖端电流塑性区和裂纹边缘轮廓的变化。在分析中,认为在SCG的每个阶段裂纹扩展的条件都由达到临界值的CTOA / COD控制。分析方案与早期研究者提出的方案不同。使用ANSYS软件和一次离散化可以分几个阶段对整个SCG进行分析。离散化中的元素排列是从一开始就确定的;它具有适应后期裂纹扩展引起的边界条件变化的能力。重新分析每个阶段,而不考虑在上一个阶段结束时在材料点处达到的应力应变状态。考虑到在核电行业中广泛使用的AISI 4340钢,对模式I和混合模式进行的案例研究表明,通过它的SCG可以用单个COD或CTOA来表征。在这两种情况下,初始和最大断裂载荷的预测与所报道的实验数据都非常接近。给出的结果还包括表征贯穿钢的SCG的临界COD / CTOA(0.035毫米/0.0875弧度)的值,并表明起始载荷不受高达0.05毫米的裂纹尖端半径的影响。

著录项

  • 来源
    《Nuclear Engineering and Design》 |2008年第4期|p.787-800|共14页
  • 作者单位

    Mechanical Engineering Department, Indian Institute of Technology Bombay, Powai, Mumbai 400076, India;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);美国《生物学医学文摘》(MEDLINE);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 原子能技术;
  • 关键词

  • 入库时间 2022-08-18 00:45:41

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