Vibration stress relief of DH 36 rectangle welded plates

摘要：

　　Vibration stress relief(VSR)is widely used in reducing residual stress in welded structures.However,the effectiveness of this method is still instable in some circumstance.In this study,a covert negative treatment phenomenon was investigated,i.e.natural frequency of welded structures decreased after VSR but residual stress in one direction increased.When the alteration of natural frequency after VSR is significant,the residual stresses in both the longitudinal and transversal directions shall decrease.Otherwise,residual stresses may increase on one direction.Thus,sufficient power shall be applied to the welded structures to avoid negative results.

作者: Shuqi Li Hongyuan Fang

作者单位: School of Electromechanical and Automobile Engineering,Changzhou Vocational Institute of Engineering Harbin Institute of Technology,Harbin,150001,P.R.China

会议类型: 国际会议

会议名称: 2017 International Symposium on Application of Materials Science and Energy Materials (SAMSE 2017) (2017材料科学应用与能源材料国际研讨会)

会议地点: 上海

会议语种:英文

页码: 1-4

在线出版日期: 2017-12-28（万方平台首次上网日期，不代表论文的发表时间）