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Peridynamic含初始缺陷中心平行双裂纹扩展分析 被引量:1

Analysis of the center parallel double-crack propagation with initial casting defects by peridynamics
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摘要 为了更好地模拟裂纹扩展行为,一种基于非局部理论——近场动力学被提出,PD采用积分的方法避免了传统方法存在的问题,并采用相邻质点间距离和临界延伸率sc的变化来描述物体受力变化规律,更好地模拟了裂纹扩展及多裂纹融合。本文基于PD模拟了没有缺陷不同间距的中心平行双裂纹扩展路径,然后采用降低质点间键的强度,模拟了含随机分布初始缺陷(气孔,夹杂,未熔合)的中心平行双裂纹扩展路径。得到了初始缺陷对不同纵向间距中心平行双裂纹扩展融合及背离路径的影响规律。 To better simulate the crack propagation,a non-local peridynamics(PD)theory was proposed.The PD method uses the integral method to avoid the problem of traditional methods and uses the distance between adjacent particles and the critical elongation change to describe the force variation law.It simulates the behavior of crack propagation and multi-crack fusion better than the traditional method.In this paper,we first simulate defect-free centrally parallel double-crack propagation paths with different initial distances by PD and then reduce the strength of the bonds between the particles to simulate the centrally parallel double-crack propagation path with random distribution initial defects(porosity,inclusion,and incomplete fusion).Finally,we obtain the influence of initial defects on the fusion and deviation path of the center parallel double crack propagation with different longitudinal spacings.
作者 赵金海 唐和生 薛松涛 ZHAO Jinhai;TANG Hesheng;XUE Songtao(College of Civil Engineering,Tongji University,Shanghai 200092,China;State Key Laboratory of Disaster Prevention in Civil Engineering,Tongji University,Shanghai 200092,China)
出处 《哈尔滨工程大学学报》 EI CAS CSCD 北大核心 2018年第10期1612-1616,共5页 Journal of Harbin Engineering University
基金 上海市基金项目(17ZR431900) 科技部国家重点实验室基础研究项目(SLDRCE14-B-03)
关键词 非局部理论 近场动力学 初始缺陷 裂纹扩展 中心平行双裂纹 non-local theory peridynamic initial defect crack propagation center parallel double crack
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  • 1沈峰,章青,黄丹,赵晶晶.基于近场动力学理论的混凝土轴拉破坏过程模拟[J].计算力学学报,2013,30(S1):79-83. 被引量:29
  • 2董军,邓国强,杨科之,王安宝,杨秀敏.弹丸对混凝土薄板的冲击破坏效应[J].岩石力学与工程学报,2005,24(4):713-720. 被引量:18
  • 3张德海,朱浮声,邢纪波.弹丸侵彻无钢筋混凝土的数值模拟[J].岩土力学,2006,27(7):1143-1146. 被引量:3
  • 4Silling S A. Reformulation of elasticity theory for discontinuities and long-range forces [ J ]. Journal of the Mechanics and Physics of Solids, 2000, 48 : 175 - 209.
  • 5Macek R W, Silling S A. Peridynamics via finite element analysis[ J ]. Finite Elements in Analysis and Design, 2007, 43(15) : 1169-1178.
  • 6Demmie P, Silling S. An approach to modeling extreme loading of structures using peridynamics [ J ]. Journal of Mechanics of Materials and Structures, 2007, 10 (2) : 1921 -1945.
  • 7Silling S A, Askari E. A meshfree method based onthe peridynamic model of solid mechanics [ J ]. Computers and Structures, 2005, 83(17/18), 1526 - 1535.
  • 8Madenci E, Oterkus E. Peridynamic theory and its applications[ M]. Berlin:Springer, 2014.
  • 9Kilic B. Peridynamic theory for progressive failure prediction in homogeneous and heterogeneous materials [ D ]. Tucson, AZ :The University of Arizona, 2008.
  • 10Parks M L, Seleson P, Plimpton S J, et al. Peridynamics with lammps : a user guide V0.3 beta [ R ]. Sandia National Laboratories, Albuquerque, NM, 2011.

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