摘要
采用有限元计算方法分析了平面应变条件下中心裂纹和三点弯曲不同强度匹配和裂纹深度试样中的裂端场.结果发现,焊接接头裂端应力三轴性随加载方式、裂纹长度及焊缝和母材匹配性质不同而变化,并从焊缝和母材塑性区发展及应变硬化方面进行了解释.同时指出。
The crack tip stress field for center cracked tensile panel and three point bend specimen with different strength mis matching and crack depth is investigated by using a two dimensional finite element method under the plain strain condition. It is found that the stress triaxiality along the path of the expected crack extension varies not only with the loading mode and crack length relative to the specimen width but also with the degree of weld/base metal mis match in the yield strength. The above results are interpreted in terms of the plastic deformation and strain hardening of the weld metal and base material. It is pointed out that the variation of normal stress near the crack tip on the ligament resulting from the plastic zone extension and interaction between weld metal and base material is the root cause of the changes of stress triaxiality in welded joints with different strength mis matching and crack depth.
出处
《西安交通大学学报》
EI
CAS
CSCD
北大核心
1997年第10期83-88,共6页
Journal of Xi'an Jiaotong University
基金
国家自然科学基金
关键词
焊接接头
塑性区
有限元
应力三轴性
裂端应力
weldment heterogeneity plastic zone finite element method stress triaxiality