Ultimate strength of steel plates with a single circular hole under axial compressive loading along short edges

REFERENCES

• ANSYS . 2006 . User's manual (version 10.0) , Canonsburg, PA : ANSYS .
   Google Scholar
• Azizian , Z G and Roberts , T M . . Buckling and elasto-plastic collapse of perforated plates . Proceedings of the International Conference on Instability and Plastic Collapse of Steel Structures . pp. 392 – 398 . London, UK : Granada Publishing .
   Google Scholar
• Betten , J and Shin , C H . 2000 . Elasto-plastic buckling analysis of rectangular plates subjected to biaxial loads . Forschung im Ingenieurwesen , 65 : 273 – 278 .
   Web of Science ®Google Scholar
• Brown , C J and Yettram , A L . 1986 . The elastic stability of square perforated plates under combinations of bending, shear and direct load . Thin-Walled Structures , 4 ( 3 ) : 239 – 246 .
   Web of Science ®Google Scholar
• Brown , C J , Yettram , A L and Burnett , M . 1987 . Stability of plates with rectangular holes . Journal of Structural Engineering, ASCE , 113 ( 5 ) : 1111 – 1116 .
   Web of Science ®Google Scholar
• Durban , D and Zuckerman , Z . 1999 . Elasto-plastic buckling of rectangular plates in biaxial compression/tension . International Journal of Mechanical Science , 41 : 751 – 765 .
   Web of Science ®Google Scholar
• El-Sawy , K M and Martini , M I . 2007 . Elastic stability of bi-axailly loaded rectangular plates with a single circular hole . Thin-Walled Structures , 45 : 122 – 133 .
   Web of Science ®Google Scholar
• El-Sawy , K M , Nazmy , A S and Martini , M I . 2004 . Elasto-plastic buckling of perforated plates under uniaxial compression . Thin-Walled Structures , 42 : 1083 – 1101 .
   Web of Science ®Google Scholar
• El-Sawy , K M and Nazmy , A S . 2001 . Effect of aspect ratio on the elastic buckling of uniaxially loaded plates with eccentric holes . Thin-Walled Structures , 39 : 983 – 998 .
   Web of Science ®Google Scholar
• Narayanan , R and Chow , F Y . 1984 . Ultimate capacity of uniaxially compressed perforated plates . Thin-Walled Structures , 2 : 241 – 264 .
   Web of Science ®Google Scholar
• Narayanan , R and Darwish, IYS . 1985 . Strength of slender webs having non-central holes . The Structural Engineer , 63B ( 3 ) : 57 – 61 .
   Google Scholar
• Narayanan , R and Rockey , K C . . Ultimate load capacity of plate girders with webs containing circular cut-outs . Proceedings of the Institution of Civil Engineers, Part 2 . Vol. 71 , pp. 845 – 862 .
   Google Scholar
• Paik , J K . 2007a . Ultimate strength of perforated steel plates under edge shear loading . Thin-Walled Structures , 45 ( 3 ) : 301 – 306 .
   Web of Science ®Google Scholar
• Paik , J K . 2007b . Ultimate strength of perforated steel plates under combined biaxial compression and edge shear loads Thin-Walled Structures (in press)
   Google Scholar
• Paik , J K and Thayamballi , A K . 2003 . Ultimate limit state design of steel-plated structures , Chichester, UK : Wiley .
   Google Scholar
• Paik , J K and Thayamballi , A K . 2006 . Some recent developments on ultimate limit state design technology for ships and offshore structures . Ships and Offshore Structures , 1 ( 2 ) : 99 – 116 .
   Google Scholar
• Paik , J K and Thayamballi , A K . 2007 . Ship-shaped offshore installations: design, building, and operation , Cambridge, UK : Cambridge University Press .
   Google Scholar
• Paik , J K , Thayamballi , A K and Lee , J M . 2004 . Effect of initial deflection shape on the ultimate strength behavior of welded steel plates under biaxial compressive loads . Journal of Ship Research , 48 ( 1 ) : 45 – 60 .
   Web of Science ®Google Scholar
• Rockey , K C , Anderson , R G and Cheung , Y K . . The behavior of square shear webs having circular holes . Proceedings of the International Conference on Thin-Walled Structures . Crosby Lockwood, Swansea, London. pp. 148 – 169 .
   Google Scholar
• Sabir , A B and Chow , F Y . . Elastic buckling of flat panels containing circular and square holes . Proceedings of the International Conference on Instability and Plastic Collapse of Steel Structures . pp. 311 – 321 . London, UK : Granada Publishing .
   Google Scholar
• Shakerley , T M and Brown , C J . 1996 . Elastic buckling of plates with eccentrically positioned rectangular perforations . International Journal of Mechanical Science , 38 ( 8–9 ) : 825 – 838 .
   Web of Science ®Google Scholar
• Shanmugam , N E and Narayanan , R . . Elastic buckling of perforated square plates for various loading and edge conditions . Proceedings of the International Conference on Finite Element Methods . Shanghai, China. Paper No. 103
   Google Scholar
• Shangmugam , N E , Thevendran , V and Tan , Y H . 1999 . Design formula for axially compressed perforated plates . Thin-Walled Structures , 34 ( 1 ) : 1 – 20 .
   Web of Science ®Google Scholar