Structural Engineering and Mechanics

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

  • Yang, Yeong-Bin (Department of Civil Engineering, National Taiwan University) ;
  • Kang, Jae-Hoon (Department of Architectural Engineering, Chung-Ang University)
  • Received : 2014.12.29
  • Accepted : 2016.11.18
  • Published : 2017.03.25
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Abstract

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.

Keywords

Acknowledgement

Supported by : Chongqing Science and Technology Commission

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