太原科技大学学报
太原科技大學學報
태원과기대학학보
JOURNAL OF TAIYUAN UNIVERSITY OF SCIENCE AND TECHNOLOGY
2015年
3期
233-236,237
,共5页
王丽娟%张雪霞%韩桂花
王麗娟%張雪霞%韓桂花
왕려연%장설하%한계화
正交异性板%均匀分布三裂纹%保角映射%westergaard应力函数%复变函数
正交異性闆%均勻分佈三裂紋%保角映射%westergaard應力函數%複變函數
정교이성판%균균분포삼렬문%보각영사%westergaard응력함수%복변함수
orthotropic plate%evenly-distributed three crack%conformal mapping%westergaard stress function%com-plex function method
研究了正交异性复合材料板三裂纹的平面问题。通过复合材料断裂中的力学模型,将此问题归结为一类偏微分方程的边值问题,构造保角映射,将均匀分布三裂纹映射为复平面上的平行周期裂纹,通过引入适当的westergaard应力函数,采用复变函数方法和待定系数法对复合材料Ⅰ型平行周期裂纹尖端的应力场进行了力学分析。最后再利用该保角映射的逆变换,将平行周期裂纹尖端的应力场变换到原均匀分布三裂纹的应力场,得到了远场受均匀分布载荷作用下的应力场和位移场的解析解。研究结果为结构和材料的强度设计提供了有意义的参考。
研究瞭正交異性複閤材料闆三裂紋的平麵問題。通過複閤材料斷裂中的力學模型,將此問題歸結為一類偏微分方程的邊值問題,構造保角映射,將均勻分佈三裂紋映射為複平麵上的平行週期裂紋,通過引入適噹的westergaard應力函數,採用複變函數方法和待定繫數法對複閤材料Ⅰ型平行週期裂紋尖耑的應力場進行瞭力學分析。最後再利用該保角映射的逆變換,將平行週期裂紋尖耑的應力場變換到原均勻分佈三裂紋的應力場,得到瞭遠場受均勻分佈載荷作用下的應力場和位移場的解析解。研究結果為結構和材料的彊度設計提供瞭有意義的參攷。
연구료정교이성복합재료판삼렬문적평면문제。통과복합재료단렬중적역학모형,장차문제귀결위일류편미분방정적변치문제,구조보각영사,장균균분포삼렬문영사위복평면상적평행주기렬문,통과인입괄당적westergaard응력함수,채용복변함수방법화대정계수법대복합재료Ⅰ형평행주기렬문첨단적응력장진행료역학분석。최후재이용해보각영사적역변환,장평행주기렬문첨단적응력장변환도원균균분포삼렬문적응력장,득도료원장수균균분포재하작용하적응력장화위이장적해석해。연구결과위결구화재료적강도설계제공료유의의적삼고。
This paper studies the plane problems about three cracks of orthotropic composite materials. Plane frac-ture problems of composite materials can be converted into a class of boundary value problems of partial differential equation by fracture mechanics model of composite materials. It can be mapped to cracks parallel to the cycle on the complex plane by introducing the appropriate conformal mapping. The right westergaard stress function,together with the complex function method and the method of undetermined coefficients,is properly chosen to deduce the crack-tip stress on cycle of parallel cracks of orthotropic composite materials for mode Ⅰ. The parallel cycle uni-form distribution of crack-tip stress field can be transformed into the original three of stress field of crack by using the inverse transformation of conformal mapping,far field of analytical solutions of stress field and displacement field was obtained under the uniformly distributed load. The results provides a meaningful reference to the strength design of structure and material.