Improvement factors for the design of welded joints subjected to high frequency mechanical impact treatment

被引:8
|
作者
Ummenhofer, Thomas [1 ]
Weidner, Philipp [1 ]
机构
[1] KIT Steel & Lightweight Struct Res Ctr Steel, Timber & Masonry Otto Ammann Pl 1,5&7, D-76131 Karlsruhe, Germany
来源
STEEL CONSTRUCTION-DESIGN AND RESEARCH | 2013年 / 6卷 / 03期
关键词
fatigue; welded joints; high-frequency mechanical impact (HFMI); high-frequency hammer peening; high-strength steel; improvement factors; fatigue life extension; increase in fatigue; strength; HiFIT; high-frequency impact treatment; UIT;
D O I
10.1002/stco.201310027
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The effectiveness of high frequency mechanical impact treatment for increasing the fatigue strength of welded structures has been investigated in several research projects over recent years. Based on extensive fatigue test data, design recommendations have been developed by different institutions. Most recommendations provide fatigue strength improvement factors that consider beneficial effects due to the application of post weld treatment methods. Current design recommendations use fatigue test data derived from small-scale specimens, but only very few studies have focused on welded joints with a plate thickness > 15 mm. This paper reviews existing design recommendations and provides a database for welded joints with a plate thickness exceeding those already covered. Butt-welded joints, longitudinal attachments and transverse attachments are covered in particular. Based on the data evaluated, improvement factors are given for a stress ratio of R = 0.1 for axial loading.
引用
收藏
页码:191 / 199
页数:9
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