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裂纹尖端塑性区三维有限元分析
引用本文:刘强,王芳,黄小平,崔维成.裂纹尖端塑性区三维有限元分析[J].船舶力学,2006,10(5):90-99.
作者姓名:刘强  王芳  黄小平  崔维成
作者单位:上海交通大学船舶海洋与建筑工程学院,上海,200030;中国船舶科学研究中心,江苏,无锡,214082
基金项目:国家高技术研究发展计划(863计划)
摘    要:裂纹尖端塑性区的大小与其三维约束状态有关,而三维约束状态不仅与板厚还与外载荷、材料性质有关.因此不论是薄板还是厚板,用平面应力或者平面应变来模拟其状态都有局限性.现阶段对于三维约束状态下的裂纹还没有一个公认的可以准确计算塑性区大小的公式.文章用有限元对小范围屈服下,含Ⅰ型中心穿透裂纹板裂纹尖端的三维塑性区进行了研究,分析了硬化指数、屈服强度以及泊松比对塑性区大小的影响.计算从平面应力逐渐过渡到平面应变,结果与现有理论的预测结果进行比较,进而给出了一个计算裂纹尖端塑性区大小的计算公式.

关 键 词:裂纹尖端塑性区  三维约束  有限元  中心穿透裂纹  幂硬化  泊松比
文章编号:1007-7294(2006)05-0090-10
收稿时间:2006-03-01
修稿时间:2006年3月1日

Three dimensional FE analysis of the plastic zone size near the crack tip
LIU Qiang,WANG Fang,HUANG Xiao-ping,CUI Wei-cheng.Three dimensional FE analysis of the plastic zone size near the crack tip[J].Journal of Ship Mechanics,2006,10(5):90-99.
Authors:LIU Qiang  WANG Fang  HUANG Xiao-ping  CUI Wei-cheng
Institution:1 School of Naval Architecture, Ocean and Civil Engineering, Shanghai Jiao Tong University, Shanghai 200030, China; 2 China Ship Scientific Research Center, Wuxi 214082, China
Abstract:The plastic zone size of the crack tip is relative to three dimensional constraint which depends upon not only the plate thickness but also the load and the material property.That means it would have great limitation in applications when simply classifying a plate to planestress or planestrain according to its thickness.There is no acknowledged fomulae in precisely calculating the plastic zone size when three dimensional effect has to be considered.In this paper,three dimensional plastic zone size in the vicinity of a crack in a center through-cracked plate was investigated using the finite element tool,taking the influence of plate thickness and hardening exponent and yield strength and Poisson's ratio into account.An unique expression was given after comparing the FE results with the theoretical predictions under plane stress and plane strain conditions.
Keywords:plastic zone of the crack tip  three dimensional constraint  finite element  center through crack  power hardening  Poisson's ratio
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