首页> 外文会议>ASME Pressure Vessels and Piping conference >ASME SEC Ⅷ DIV 3 FATIGUE LIFE PREDICTIONS USING CRITICAL PLANE APPROACH
【24h】

ASME SEC Ⅷ DIV 3 FATIGUE LIFE PREDICTIONS USING CRITICAL PLANE APPROACH

机译:使用关键飞机方法进行ASME SEC C DIV 3疲劳寿命预测

获取原文

摘要

ASME Ⅷ Div 3 fatigue evaluation is based on the theory that cracks tend to nucleate along the slip lines oriented in the maximum shear stress planes. This code provides methods to calculate the fatigue stresses when the principal stress direction does not change (proportional loading) and axes change (nonproportional loading). When principal stress direction does not change within a fatigue cycle, shear stress amplitude is calculated only on the three maximum shear stress planes. But when the principal stress directions do change within a loading cycle, the plane carrying the maximum shear stress amplitude (also known as critical plane) cannot be easily identified and all planes at a point needs to be searched for the maximum shear stress amplitude. This paper describes the development of an ANSYS-APDL macro to predict the critical plane at each surface node of an FE model using the FEA stress results. This macro searches through 325 planes (at 10° increments along two angles) at each surface node and for each load step to identify the maximum shear stress and the corresponding normal stress for each surface node. The fatigue life is calculated for each surface node and is plotted as a color contour on the FEA model. This macro can be extended to calculate the fatigue life using other critical plane approaches such as the Findley and Brown-Miller models.
机译:ASMEⅧDiv 3疲劳评估基于这样的理论,即裂纹倾向于沿着在最大切应力平面内定向的滑移线形核。该代码提供了在主应力方向不变(比例载荷)而轴变化(非比例载荷)时计算疲劳应力的方法。当主应力方向在疲劳循环中不发生变化时,仅在三个最大剪切应力平面上计算剪切应力幅度。但是,当主应力方向在加载周期内确实发生变化时,承载最大剪切应力振幅的平面(也称为临界平面)就不容易确定,并且需要搜索某一点的所有平面以获取最大剪切应力振幅。本文介绍了ANSYS-APDL宏的开发,该宏可使用FEA应力结果来预测FE模型每个表面节点处的临界平面。该宏在每个表面节点和每个载荷阶跃中搜索325个平面(沿两个角度以10°的增量),以识别每个表面节点的最大剪切应力和相应的法向应力。计算每个表面节点的疲劳寿命,并将其绘制为FEA模型上的颜色轮廓。可以使用其他关键平面方法(例如Findley和Brown-Miller模型)来扩展此宏以计算疲劳寿命。

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