首页 | 本学科首页   官方微博 | 高级检索  
     检索      

四点弯曲压电梁导电裂纹尖端附近的横观各向同性损伤
引用本文:杨新华,董靓,王乘,陈传尧,胡元太.四点弯曲压电梁导电裂纹尖端附近的横观各向同性损伤[J].应用数学和力学,2005,26(4):394-402.
作者姓名:杨新华  董靓  王乘  陈传尧  胡元太
作者单位:华中科技大学 力学系,武汉 430074
基金项目:国家自然科学基金资助项目(10172036;50378041)
摘    要:根据电焓密度函数建立了压电材料静态损伤本构模型,详细讨论了横观各向同性力电损伤的一些特征,最后通过对四点弯曲PZT-PIC151梁跨中导电裂纹附近横观各向同性损伤的数值分析,研究了裂纹深度和外加力、电载荷对损伤分布的影响规律.结果表明:裂纹深度和力载荷对力电损伤都有非常明显相似的影响,随着裂纹深度和力载荷的增大,裂纹尖端的力电损伤明显增大,范围也相应扩大;电载荷对力损伤完全不同于对电损伤的影响,电载荷单调地改变裂纹尖端力损伤的大小,不改变力损伤的区域尺寸,但是对电损伤的影响则比较复杂.

关 键 词:横观各向同性损伤    导电裂纹    压电陶瓷    四点弯曲梁
文章编号:1000-0887(2005)04-0394-09
收稿时间:2004-02-13
修稿时间:2004年2月13日

Transversely Isotropic Damage Around Conducting Crack-Tip in Four-Point Bending Piezoelectric Beam
YANG Xin-hua,DONG Liang,WANG Cheng,CHEN Chuan-yao,HU Yuan-tai.Transversely Isotropic Damage Around Conducting Crack-Tip in Four-Point Bending Piezoelectric Beam[J].Applied Mathematics and Mechanics,2005,26(4):394-402.
Authors:YANG Xin-hua  DONG Liang  WANG Cheng  CHEN Chuan-yao  HU Yuan-tai
Institution:Department of Mechanics, Huazhong University of Science and Technology, Wuhan 430074, P. R. China
Abstract:A static damage constitutive model was proposed on basis of the electrical enthalpy density, and then some characteristics of transversely isotropic damage were discussed. Finally, the effects of both crack depth and applied loads on damage distributions were investigated through numerically analyzing transversely isotropic damage in a four_point bending PZT_PIC151 beam with a central conducting crack. Some conclusions were given: 1) Crack depth and mechanical loading have great influence on both mechanical and electrical damages.With their increment,the damages at crack_tip obviously increase and their region sizes also expand. 2) Effects of electrical loading on the two kinds of damages are obviously different.Electrical loading monotonously changes magnitude but region size of mechanical damage,whose effect on electrical damage is very complex.
Keywords:transversely isotropic damage  conducting crack  piezoelectric ceramic  four_point bending beam
本文献已被 CNKI 维普 万方数据 等数据库收录!
点击此处可从《应用数学和力学》浏览原始摘要信息
点击此处可从《应用数学和力学》下载免费的PDF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