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两种弹性损伤模型的基本方程与色散关系讨论 被引量:3

ON THE GOVERNING EQUATIONS AND DISPERSION RELATIONS OF TWO ELASTIC DAMAGE MODELS
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摘要 分析了传统连续介质损伤理论的控制方程在损伤过程中的变化特点,方程类型的改变导致错误预测波不能在损伤区域传播.二阶隐式应变梯度损伤理论是对传统理论的一种改进,严格证明了其控制方程在损伤过程中类型不变,这意味着损伤区域能传播波,同时有助于克服病态的网格相关性.色散分析结果表明:传统连续介质损伤理论不能反映色散现象,隐式梯度模型可以并对波长有上限截断作用. The governing equations of the conventional continuum damage models have been investigated in this paper. It is found from the analysis that the types of governing equations have been changed from elliptical to hyperbolic during the damage process, which may result in the false appearance of waves impossibly propagating in damaging zone. As an alternative model, the implicit second-order strain gradient theory is powerful in studying damage. It has been rigorously proved that the equation-type of the governing equations of the damaged media is unchangable during the whole damage process. Therefore the false appearance of no wave existing inside the damaged zone has been left. Moreover, the introduction of gradient terms conduces to overcome the pathological mesh-dependence in numerical computation. It is well known that dispersion is always in existence in solids. Further analysis indicates that the implicit second-order strain gradient theory can effectively deal with dispersion which cannot be solved by the continuum damage model. It is also observed that the more serious damage will result in decrease in the critical wave length.
出处 《固体力学学报》 CAS CSCD 北大核心 2008年第1期29-35,共7页 Chinese Journal of Solid Mechanics
基金 国家自然科学基金项目(10572140和10232050) 国家科技部重大基础研究项目(2002CB412706)资助
关键词 损伤 控制方程 色散 应变梯度 应变局部化 damage, governing equation, dispersion, strain gradient, strain localization
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参考文献44

  • 1Phillips R. Crystals, Defects and Micro - structures- Modeling across Scales [M]. Cambridge.. Cambridge University Press, 2001.
  • 2Raabe D. Computational Materials science-The Simulation of Materials Microstructures and Properties[M]. WILEY-VCH, 1998.
  • 3Raabe D, Roters F, Barlet F, et al. Continuum Scale Simulation of Engineering Materials: Fundamentals- Microstructures-Process Applications[M]. WILEYVCH Verlag GmbH & Co. KGaA, Weinheim, 2004.
  • 4弗兰克,施密特.分子模拟:从算法到应用[M].北京:化学工业出版社,2002.
  • 5Lemaitre.损伤力学教程[M].倪金刚,陶春虎译.北京:科学出版社,1996
  • 6Krajcinovic D. Damage mechanics, Amsterdam[C]. New York: Elsevier, 1996.
  • 7Lemaitre J, Desmorat R. Engineering damage mechanics: Ductile, creep, fatigue and brittle failures[C]. Springer, 2005.
  • 8Kachanov L M. Introduction to Continuum Damage Mechanics[M]. Martinus Nijhoff Pubilshers, 1986.
  • 9傅衣铭,王贤锹.具损伤压电智能层合板的动力分析[J].固体力学学报,2007,28(2):121-131. 被引量:2
  • 10樊建平,邓泽贤.增量型各向异性损伤理论与数值分析[J].固体力学学报,2004,25(3):262-268. 被引量:9

二级参考文献52

  • 1钱济成,周建方.混凝土的两种损伤模型及其应用[J].河海大学学报(自然科学版),1989,17(3):40-47. 被引量:58
  • 2戚承志,钱七虎.考虑到时效的一维剥离破坏及损伤破坏机理[J].解放军理工大学学报(自然科学版),2000,1(5):1-6. 被引量:5
  • 3朱维申 何满潮.复杂条件下围岩稳定性与岩体动态施工力学[M].北京:科学出版社,1996..
  • 4谢和平.岩石混凝土损伤力学[M].徐州:中国矿业大学出版社,1989..
  • 5冯吉利.软化损伤材料大变形非局部模型及其应用研究(博士学位论文)[M].大连理工大学,1996..
  • 6陈增涛,博士学位论文,1995年
  • 7候伯宇 候伯元.物理学家用微分几何[M].北京:科学出版社,1990..
  • 8余天庆 钱济成.损伤理论及其应用[M].北京:国防工业出版社,1998..
  • 9张强勇,岩石力学与工程学报,1999年,18卷,3期,1页
  • 10陈至达,有理力学,1988年

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