Stress analysis of an infinite rectangular plate perforated by two unequal circular holes under bi-axial uniform stresses

被引:1
|
作者
Yang, Yeong-Bin [1 ,2 ]
Kang, Jae-Hoon [3 ]
机构
[1] Natl Taiwan Univ, Dept Civil Engn, 1,Sec 4,Roosevelt Rd, Taipei 10617, Taiwan
[2] Chongqing Univ, Sch Civil Engn, 83 Shabei St, Chongqing 400045, Peoples R China
[3] Chung Ang Univ, Dept Architectural Engn, 221 Heuksuk Dong, Seoul 156756, South Korea
关键词
perforated plate; circular hole; multi-holes; biaxial tension; stress concentration factor; airy stress function; exact solution; LAMINATED COMPOSITE PLATES; QUADRATURE ELEMENT METHOD; VIBRATION ANALYSIS; THIN PLATES; SEMIANALYTICAL SOLUTION; DOMAIN DECOMPOSITION; ELASTIC STABILITY; ULTIMATE STRENGTH; MINDLIN PLATES; ELLIPTIC HOLES;
D O I
10.12989/sem.2017.61.6.747
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Exact solutions for stresses for an infinite rectangular plate perforated by two circular holes of different radii subjected to uni-axial or bi-axial uniform loads are investigated using the Airy stress function. The hoop stresses occurring at the edge of the circular hole are computed and plotted. Comparisons are made for the stress concentration factors for several types of loading conditions.
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页码:747 / 754
页数:8
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