首页> 外文会议>International Conference on Computational Methods and Experimental Measurements(CMEM/07); 2007; Prague(CZ) >Elastic-plastic simulation of plate with a blunt slit subjected to uni-axial tension
【24h】

Elastic-plastic simulation of plate with a blunt slit subjected to uni-axial tension

机译:单轴受拉钝口板的弹塑性模拟

获取原文
获取原文并翻译 | 示例

摘要

By the progress of a computer, the elastic-plastic simulation becomes easier under the mathematical assumption. However, results of the numerical analysis of the elastic-plastic problem depend on the assumption of yield conditions, definition of yield points and approximation of the stress-strain diagram of the material and other factors. The best way to testify the precision is to compare the numerical results with the experimental ones. In this paper, the authors study a numerical simulation of the elastic-plastic problem under plane stress by the finite element method. Calculation is executed by using FEM software LUSAS. The plastic theory is based on the strain incremental one, and Prandtl-Reuss equations are used. As a yield condition, von Mises' one is adopted. The definition of the yield stress is determined by the proportional limit. Three approximations of stress-strain diagrams are selected. To verify the numerical results, an experiment is conducted under the same condition by the photoelastic coating method. However, it is not easy to evaluate the stress distributions from the isochromatic fringes. A numerical example of thin plate with a blunt slit subjected to uni-axial tension is presented. Stress distributions in the minimum cross-section and stress contours are presented and examined.
机译:随着计算机的发展,在数学假设下,弹塑性仿真变得更加容易。但是,弹塑性问题的数值分析结果取决于屈服条件的假设,屈服点的定义以及材料的应力-应变图的近似值和其他因素。证明精度的最佳方法是将数值结果与实验结果进行比较。在本文中,作者使用有限元方法研究了平面应力作用下的弹塑性问题。使用FEM软件LUSAS执行计算。塑性理论基于应变增量一,并使用Prandtl-Reuss方程。作为屈服条件,采用冯·米塞斯(von Mises)的条件。屈服应力的定义由比例极限确定。选择了应力-应变图的三个近似值。为了验证数值结果,在相同条件下通过光弹性涂覆方法进行了实验。但是,要评估来自同色条纹的应力分布并不容易。给出了具有单轴张力钝缝的薄板的数值示例。呈现并检查了最小横截面中的应力分布和应力轮廓。

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