Structural Engineering and Mechanics

Techno-Press (테크노프레스)
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Deformation of a rectangular plate with an arbitrarily located circular hole under in-plane pure shear loading

  • Yang, Yeong-Bin (Department of Civil Engineering, National Taiwan University) ;
  • Kang, Jae-Hoon (Department of Architectural Engineering, Chung-Ang University)
  • Received : 2015.06.02
  • Accepted : 2016.07.29
  • Published : 2016.10.25
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Abstract

Exact solutions for stresses, strains, displacements, and the stress concentration factors of a rectangular plate perforated by an arbitrarily located circular hole subjected to in-plane pure shear loading are investigated by two-dimensional theory of elasticity using the Airy stress function. The hoop stresses, strains, and displacements occurring at the edge of the circular hole are computed and plotted. Comparisons are made for the hoop stresses and the stress concentration factors from the present study and those from a rectangular plate with a circular hole under uni-axial and bi-axial uniform tensions and in-plane pure bending moments on two opposite edges.

Keywords

Acknowledgement

Supported by : Chongqing Science and Technology Commission

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