首页 | 本学科首页   官方微博 | 高级检索  
     

???仯??????????????????????о?
引用本文:任克亮,吕国志. ???仯??????????????????????о?[J]. 力学与实践, 2007, 29(4): 55-58. DOI: 10.6052/1000-0992-2006-266
作者姓名:任克亮  吕国志
作者单位:西北工业大学航空学院西北工业大学结构强度研究所,西安
摘    要:采用有限元方法对表面含有两个不同大小半椭圆裂纹的有限厚矩形板在拉伸载荷作用下进行参数化求解,得到两裂纹取不同尺寸和位置坐标时附属裂纹(尺寸较小裂纹)对主导裂纹(尺寸较大裂纹)前沿参考点($theta= 0, pi/2, pi $)处的应力强度因子的影响系数$beta$, 然后结合神经网络技术建立了相邻裂纹尺寸和位置参数到主导裂纹前沿点处$beta$的多变量非线性映射关系.

关 键 词:老龄化结构  多裂纹  有限元方法  应力强度因子  神经网络
收稿时间:2006-07-17
修稿时间:2006-07-172006-09-05

RELATIVITY ANALYSIS AND RESEARCH ON THE SURFACE CRACK IN AGING STRUCTURE
REN Keliang,L Guozhi. RELATIVITY ANALYSIS AND RESEARCH ON THE SURFACE CRACK IN AGING STRUCTURE[J]. Mechanics and Engineering, 2007, 29(4): 55-58. DOI: 10.6052/1000-0992-2006-266
Authors:REN Keliang  L Guozhi
Affiliation:REN Keliang,L(U) Guozhi
Abstract:When two or more surface cracks are present on an agingstructure the structure damage is accelerated. A finite thickness plateunder remote tensile surface traction with two semi-elliptical surfacecracks of different geometric dimensions and configurations in closevicinity is used as a model. To calculate the effect of vicinity crack onthe reference crack, the three-dimensional finite element method is used.Firstly the relation between stress intensity factor, at reference point($theta = 0, pi/2, pi )$ on reference crack front, with the cracksize is obtained through parametric analysis. After getting the stressintensity factor $K$ and $K'$ (where $K$ and $K'$ are the stress intensity factor with and without interaction of the crack inthe vicinity respectively) the effect factor $beta$of vicinity crack to reference crack is calculated where $beta =K'/K$.Finally the nonlinear relation is set up between crack dimensions andlocation with effect factor $beta$by Neural Network. The result provides theoretical reference in practice toanalyze the aging structure with multiple surface cracks.
Keywords:aging structure  multiple cracks  finite element method  stress intensity factors  neural network
本文献已被 CNKI 维普 万方数据 等数据库收录!
点击此处可从《力学与实践》浏览原始摘要信息
点击此处可从《力学与实践》下载全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号