ANALYSIS OF THE 2ND MIXED BOUNDARY-VALUE PROBLEM FOR A THIN-PLATE

被引:9
作者
HASEBE, N [1 ]
NAKAMURA, T [1 ]
ITO, Y [1 ]
机构
[1] NAGOYA CITY GOVT,NAKA KU,NAGOYA,AICHI 460,JAPAN
来源
JOURNAL OF APPLIED MECHANICS-TRANSACTIONS OF THE ASME | 1994年 / 61卷 / 03期
关键词
D O I
10.1115/1.2901495
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
The second mixed boundary value problem is solved by the classical theory of thin plate bending. The mixed boundary consists of a boundary (M) on which one respective component of external force and deflective angle are given, and on the remaining boundary the external forcer are given. The boundary (M) is straight and the remaining boundary is arbitrary configuration. A closed solution is obtained. Complex stress functions and a rational mapping function are used. A half-plane with a crack is analyzed under a concentrated torsional moment. Stress distributions before and after the crack initiation, and stress intensify factors are obtained for from short to long cracks and for some Poisson's ratio.
引用
收藏
页码:555 / 559
页数:5
相关论文
共 11 条
[1]   MIXED BOUNDARY-VALUE PROBLEM OF PLATE WITH CRACK [J].
HASEBE, N .
JOURNAL OF ENGINEERING MECHANICS-ASCE, 1984, 110 (01) :37-48
[2]   STRESS-ANALYSIS OF A SEMI-INFINITE PLATE WITH AN OBLIQUE EDGE CRACK [J].
HASEBE, N ;
INOHARA, S .
INGENIEUR ARCHIV, 1980, 49 (01) :51-62
[3]  
HASEBE N, 1990, P JAPAN SOC CIVIL EN, V416, P395
[4]  
ISIDA M, 1977, PLATE SHELLS CRACKS, pCH1
[5]  
Murakami Y, 1987, STRESS INTENSITY FAC
[6]  
Muskhelishvili N.I., 1954, NEKOTORYE OSNOVNYE Z
[7]  
Savin G.N., 1961, STRESS CONCENTRATION
[8]  
SIH G.C., 1974, J APPL MECH, V29, P306, DOI DOI 10.1115/1.3640546
[9]  
Sih GC, 1973, HDB STRESS INTENSITY
[10]  
Tada H., 2000, STRESS ANAL CRACKS H, VThird