...
首页> 外文期刊>Theoretical and Applied Fracture Mechanics >Numerical simulation of fatigue crack growth based on accumulated plastic strain
【24h】

Numerical simulation of fatigue crack growth based on accumulated plastic strain

机译:基于累积塑性应变的疲劳裂纹生长数值模拟

获取原文
获取原文并翻译 | 示例

摘要

Fatigue crack growth (FCG) is simulated here by node release, which is made when the accumulated plastic strain reaches a critical value. The numerical procedure is very robust, showing a very fast stabilization and independence relatively to the load considered for node release. A critical accumulated plastic strain of 110% was obtained for the 2024-T351 aluminium alloy, comparing the experimental value of da/dN for a crack length of 26.5 mm and a stress ratio of 0.1, with plane strain numerical predictions. This critical value was used to predict da/dN for different crack lengths. The da/dN-Delta K curve was found to be linear in log-log plot with a slope m = 2.4, which is lower than the slope m = 3.6 presented by the experimental results. The difference is attributed to crack tip mechanisms activated at relatively high loads. The variation of stress ratio and stress state did not affect the da/dN-Delta K curves, which indicates that the effect of these parameters is not linked to crack tip plastic deformation. FCG rate was also predicted for the 7050-T6 aluminium alloy and the 18Ni300 maraging steel, and slopes m = 3.09 and 2.70, respectively, were obtained for da/dN-Delta K curves. The predictions obtained for the steel agreed well with experimental results.
机译:通过节点释放在此模拟疲劳裂纹生长(FCG),当累积的塑性应变达到临界值时,使其进行模拟。数值过程非常稳健,显示出相对于节点释放所考虑的负载的非常快速的稳定和独立性。为2024-T351铝合金获得110%的临界累积塑性应变,比较DA / DN的实验值,裂缝长度为26.5mm,应力比为0.1,具有平面应变数值预测。该临界值用于预测不同裂缝长度的DA / DN。发现DA / DN-DELTA K曲线在逻辑曲线图中是线性的,其斜率m = 2.4,其低于实验结果呈现的斜率M = 3.6。差异归因于在相对高负载下激活的裂缝尖端机构。应力比和应力状态的变化不影响DA / DN-DELTA K曲线,这表明这些参数的效果没有与裂纹尖端塑性变形相关联。对于7050-T6铝合金以及18Ni300的游行钢,而且分别用于DA / DN-DELTA K曲线,分别预测了7050-T6铝合金和18ni300的升降机的速率。对钢的预测与实验结果很好。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

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