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基于XFEM的主次裂纹间应力强度因子相互作用 被引量:4

Study of interaction between stress intensity factors of main and secondary cracks based on XFEM
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摘要 采用新型裂尖改进函数构建的Reduced XFEM,研究次裂纹与主裂纹的相互作用,以及次裂纹对主裂纹应力强度因子的影响,并在裂纹尖端采用互作用积分法计算应力强度因子。计算结果表明:次裂纹存在会使主裂纹的应力强度因子减小;次裂纹长度越长,主裂纹应力强度因子减小得越明显;次裂纹距主裂纹的位置与主裂纹的应力强度因子之间有一定的规律,主裂纹的应力强度因子随主、次裂纹间距离的增大呈"勺"形分布,且当该距离达到一定数值后主裂纹的应力强度因子变化较小,接近单裂纹状态。 In this study, the interaction between the main crack and secondary crack was investigated using the Reduced XFEM, which is constructed with a new type of crack tip enrichment function. The effect of the secondary crack on the stress intensity factor ( SIF) of the main crack was studied, and the SIF was calculated with the interaction energy integral method at crack tips. The calculation results show that the existence of the secondary crack decreases the SIF of the main crack. The SIF of the main crack decreases significantly with the increasing length of the secondary crack. The changes of the distance from the main crack to the secondary crack and the SIF of the main crack follow certain rules: the SIF of the main crack shows a scoop-shaped distribution as the distance increases, and it changes insignificantly, being close to a single crack state, as the distance reaches a certain value.
出处 《河海大学学报(自然科学版)》 CAS CSCD 北大核心 2014年第4期327-331,共5页 Journal of Hohai University(Natural Sciences)
基金 国家自然科学基金(11132003 11372098)
关键词 扩展有限元法 主裂纹 次裂纹 应力强度因子 裂尖改进函数 XFEM main crack secondary crack stress intensity factor (SIF) crack tip enrichment function
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参考文献15

  • 1李录贤,王铁军.扩展有限元法(XFEM)及其应用[J].力学进展,2005,35(1):5-20. 被引量:131
  • 2应宗权,杜成斌,程丽.含夹杂非均质材料的扩展有限元数值模拟[J].河海大学学报(自然科学版),2008,36(4):546-549. 被引量:10
  • 3BELYTSCHKO T, Black T. Elastic crack growth in finite elements with minimal remeshing [ J ]. Int J Numer Meth Engng, 1999, 45 (5) : 601-620.
  • 4BELYTSCHKO T, CHEN Hao, XU Jingxiao, et al. Dynamic crack propagation based on loss of hyperbolicity and a new discontinuous enrichment [J]. Int J Numer Meth Engng, 2003, 58(12) : 1873-1905.
  • 5SONG J, BELYTSCHKO T. A method for dynamic crack and shear band propagation with phantom nodes [ J]. Int J Numer Meth Engng, 2006, 67: 863-893.
  • 6FRIES T. A corrected XFEM approximation without problems in blending elements [ J ]. International Journal for Numerical Methods in Engineering, 2008, 75 (5) : 503-532.
  • 7CHENG K W, FRIES T. Higher-order XFEM for curved strong and weak discontinuities[ J]. International Journal for Numerical Methods in Engineering, 2010, 82(5) : 564-590.
  • 8LIU Z L, MENOUILLARD T, BELYTSCHKO T. An XFEM/Spectral element method for dynamic crack propagation [ J ]. Int J of Fracture, 2011, 169(2) : 183-198.
  • 9江守燕,杜成斌.一种XFEM断裂分析的裂尖单元新型改进函数[J].力学学报,2013,45(1):134-138. 被引量:14
  • 10NICOLAS M, JOHN D, BELYTSCHKO T. A finite element method for crack growth without remeshing [ J ]. International Journal for Numerical Methods in Engineering, 1999, 46( 1 ) : 131-150.

二级参考文献120

  • 1李录贤,王铁军.扩展有限元法(XFEM)及其应用[J].力学进展,2005,35(1):5-20. 被引量:131
  • 2余天堂.含裂纹体的数值模拟[J].岩石力学与工程学报,2005,24(24):4434-4439. 被引量:27
  • 3应宗权,杜成斌,孙立国.基于随机骨料数学模型的混凝土弹性模量预测[J].水利学报,2007,38(8):933-937. 被引量:22
  • 4Ortiz M, Leroy Y, Needleman A. A finite element method for localized failure analysis. Computer Methods in Applied Mechanics and Engineering, 1987, 190:3647~3672
  • 5Belvtschko T, Fish J, Engelmann B E. A finite element withembedded localization zones. Computer methods in Applied Mechanics and Engineering, 1988, 70:59~89
  • 6Dvorkin E N, Cuitino A M, Gioia G. Finite elements with displacement interpolated embedded localization lines insensitive to mesh size and distortions. International Journal for Numerical Methods in Engineering, 1990, 30:541~564
  • 7Lotfi H R, Sheng P B. Embedded representations of fracture in concrete with mixed finite elements. International Journal for Numerical Methods in Engineering, 1995, 38:1307~1325
  • 8Simo J C, Oliver J, Armero F. An analysis of strong discontinuities induced by strain softening in rate-independent in elastic solids. Computational Mechanics, 1993, 12:277~296
  • 9Simo J C, Oliver J. Modeling strong discontinuities in solid mechanics by means of strain softening constitutive equations. In: Mang H, Bicanic N, de Borst R, eds. Computational Modeling of Concrete Structures. Pineridge:Swansea, 1994. 363~372
  • 10Armero F, Garikipati K. An analysis of strong discontinuities in multiplicative finite strain plasticity and their relation with the numerical simulation of strain localization in solids. International Journal of Solids and Structures, 1996,33:2863~2885

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