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双材料悬臂梁孔边界面裂纹应力强度因子计算 被引量:2

Calculation of stress intensity factors for interface crack emanating from hole in bimaterial cantilever beam
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摘要 采用有限元方法求解了在压缩载荷作用下双材料悬臂梁孔边界面裂纹问题.在界面裂纹尖端的周围,使用了由8节点二维等参单元退化而产生的四分之一节点奇异单元来模拟裂尖应力的奇异性.在有限元分析中,考虑了裂纹面的接触作用.应用最小二乘法计算了Ⅱ型应力强度因子.数值结果表明:孔的尺寸对Ⅱ型应力强度因子和裂纹面接触压力有很大的影响;随着摩擦系数的增大,Ⅱ型应力强度因子减少.忽略裂纹面的摩擦作用,Ⅱ型应力强度因子可能被高估. The finite element method is used to solve the problem of an interface crack emanating from a hole in a himaterial cantilever beam subjected to a uniform compressive load. The strain singularity around the interface crack tip is simulated using quarter point sigular elements collapsed by 8 -node two -dimensional isoparametric elements. The contact interaction between crack sufaces is considered in the finite element analysis. The mode Ⅱ stress intensity factors(SIFs) are evaluated using the least square method. The numerical results indicate that the hole size has a significant influence on the SIFs for mode Ⅱ and the contact pressures of the crack surfaces, and that with increasing friction, the SIFs for mode Ⅱ decrease. If the friction between crack surfaces is ignored, the mode Ⅱ SIFs may be overestimated.
出处 《哈尔滨商业大学学报(自然科学版)》 CAS 2008年第5期568-571,共4页 Journal of Harbin University of Commerce:Natural Sciences Edition
基金 国家自然科学基金项目(10272036)
关键词 界面裂纹 接触 摩擦 应力强度因子 有限元方法 interface crack contact friction stress intensity factors (SIFs) finite element method
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  • 1匡震邦 马法尚.裂纹端部场[M].西安:西安交通大学出版社,2002..
  • 2WILLIAMS M L. The Stresses Around a Fault or Crack in Dissimilar Media [ J]. Bulletin Seismological Society of America, 1959, 49(2) : 199 -204.
  • 3RICE J R, SIH G C. Plane Problems of Cracks in Dissimilar Media [ J ]. Journal of Applied Mechanics, 1965, 32 ( 2 ) : 418 - 423.
  • 4KUANG J S, WANG Y H. Analysis of inteffacial cracks emanating from a hole in a bimaterial plate [ J ]. European Journal of Mechanics - A/Solids, 1999.18 ( 3 ) : 465 - 479.
  • 5MOHAMED S, NORIO H. Thin plate bending of dissimilar half -planes with interface debonding emanating from an elliptical hole [ J ]. International Journal of Fracture, 1985, 74 ( 3 ) : 465 - 479.
  • 6COMNIMOU M. Interface crack with friction in the contact zone [ J ]. Journal of Applied Mechanics, 1977 ,1997:780 - 781.
  • 7DUNDURS J, COMNINOU M. Some consequences of the inequality conditions in contact and crack problems [ J ]. Journal of Elasticity, 1977, 9(1): 71 -82.
  • 8QIAN W, SUN C T. A frictional interfacial crack under combined shear and compression[ J]. Composites Science and Technology, 1998, 58(11): 1753-1761.
  • 9IKEDA T, SUN C T. Stress intensity analysis for an interface crack between dissimilar isotropic materials under thermal stress [ J]. International Journal of Fracture, 2001, 111 : 229 - 249.
  • 10AVRAHAM D, LESLIE B S. Shear loaded interface crack under the influnence of friction : a finite difference solution [ J ]. Int. J. Numer. Meth. Engng, 2004, 59: 1749- 1780.

共引文献20

同被引文献16

  • 1考四明,宫能平.偏心压缩对岩石力学试验结果影响的分析[J].煤炭科学技术,2008,36(3):39-41. 被引量:2
  • 2陈宝春,欧智菁.四肢钢管混凝土格构柱极限承载力试验研究[J].土木工程学报,2007,40(6):32-41. 被引量:40
  • 3Song Fuchun, Chen Baochun. Research on load - carrying of concrete filled steel tubular battened columns [ C ]//Proceedings of the Tenth International Symposium on Structural Engineering. Beijing: Science Press ,2008:617 - 623.
  • 4European Committee for Standardization. Design of Composite Steel and Concrete Structures [ S ]. Europe : ECS, 1994.
  • 5国家建筑材料工业局.JCJ01-89钢管混凝土结构设计与施工规程[S].上海:同济大学统计出版社,1990.
  • 6Theodore V. Galambos guide to stability design criteria for metal structures [ M ]. New York: Jhon Wiley&Sons, Inc, 1998.
  • 7Bleich F. Buckling strength of metal structures[ M ]. New York: McGraw - Hill, 1952.
  • 8McCormac J C. Structural steel design:LRFD method [ M ]. 3rd. London : Pearson Education,2003.
  • 9WHITTAKER B N,SINGH R N,SUN G.Rock fracture mechanics principles,design,and applications[M].Amsterdam:Elsevier Science Publishers,1992.
  • 10DUNDURS J,COMNINOU M.Some consequences of the in equality conditions in contact and crack problems[J].Journal of Elasticity,1979,9(1):71-82.

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