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错位板节点P—S—N曲线的预估方法 被引量:1

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摘要 按照一点法给出了错痊板节点S—N曲线的预估模型,经与实验结果比较,验证了预估模型的正确性.在此基础上,根据预估S—N曲线及少量疲劳实验结果,建立了一种确定错位板节点P—S—N曲线的方法.该方法可以大量减少疲劳实验。
作者 管德清
出处 《长沙水电师院学报(自然科学版)》 1996年第3期296-300,325,共6页
基金 湖南省自然科学基金
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  • 1Tricoteaux A, Fardoun F, Degallaix S, et al, Fatigue crack initiation lfie prediction in high strength structural steel welded joint[J]. Fatigue and Fracture of Engineering Materials and Structures, 1995,18(2) : 189-200.
  • 2Andrews R M. The effect of misaligument on the fatigue strength of welded cruciform joints[ J]. Fatigue and Fracture of Engineering Materials and Structures, 1996,19:755-768.
  • 3Guan Deqing. A method of predicting the fatigue life curve for misaligned welded joints [ J ]. International Journal of Fatigue, 1996, 18(4) :221-226.
  • 4Janosch J J, Debiez S, Dang Van. Local approach for defining and aid for the design department for optimizing the geometry of fatigue loaded fillet welds[ J]. Welding in the World, 1994,36 : 370-381.
  • 5Janosch J J, Debiez S. Influence of the shape of undercut on the fatigue strength of fillet welded assemblies-application of the local approacd[J].Welding in the World, 1998,41:350-360.
  • 6Lazzarin P, Livicri P. Notch stress intensity factors and fatigue strength of aluminium and steel welded joints[J]. International Journal of Fatigue, 2001,23:225-232.
  • 7Atzori B, Meneghetti P G, Sumel L. Estimation of the fatigue strength of light alloy welds by an equivalent notch stress analysis[J]. International Journal of Fatigue, 2002,24:591-599.
  • 8Yao W X. Stress field intensity approach for predicting fatigue life[J].International Journal of Fatigue, 1993,15(3) :243-245.
  • 9Yang X H, Chen Y L. Fatigue life calculation with stress field intensity method[A]. Proceedings of the Seventh International Fatigue Congress[ C ], China, 1999,2 : 865-870.
  • 10Guan Deqing, Yi Weijian. An estimating model of fatigue strength for welded joints with stress field intensity approach[ A ]. Proceeding of the Eighth International Fatigue Congress [ C ], Hong Kong, 2002, 5 :3 261-3 268.

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