首页> 外文会议>International Conference on Advanced Materials, Structures and Mechanical Engineering >Theoretical Analysis and Experimental Verification of the Stress Concentration Factor at the Steel Tube-welded Hollow Sphere Connection Node
【24h】

Theoretical Analysis and Experimental Verification of the Stress Concentration Factor at the Steel Tube-welded Hollow Sphere Connection Node

机译:钢管焊接空心球形连接节点应力集中因子的理论分析及实验验证

获取原文

摘要

In this paper, the author uses ANSYS, the software of finite element analysis, to establish the finite element model, the hot spot stress value of different connection structures of steel tube-welded hollow sphere under uniaxial elongation has been analyzed, the theoretical stress concentration factor of this joint has been obtained. Through the static test on the four typical test-piece, 26 steel tube-welded hollow spherical nodes in total, the actually measured stress concentration factor of the joints has been obtained. The theoretical analysis basically coincides with the law of stress concentration factor obtained from the test results.
机译:在本文中,作者使用ANSYS,有限元分析软件,建立有限元模型,在单轴伸长率下,钢管焊接空心球的不同连接结构的热点应力值进行了分析,理论应力集中已经获得了这个关节的因素。通过四个典型的试验片上的静态测试,总共26个钢管焊接中空球形节点,已经获得了接头的实际测量的应力浓度因子。理论分析基本上与从测试结果中获得的应力浓度因子的定律相吻合。

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