1 |
ANSYS. (2009), Software package, Version 12.0.1.
|
2 |
Azizian, Z.G. and Roberts, T.M. (1983), "Buckling and elasto-plastic collapse of perforated plates", Proceedings of the International Conference on Instability and Plastic Collapse of Steel Structures, London, August.
|
3 |
Brown, C.J. (1990), "Elastic buckling of perforated plates subjected to concentrated loads", Comp. and Struct., 36(6), 1103-1109.
DOI
ScienceOn
|
4 |
Brown, C.J. and Yettram, A.L. (1986), "The elastic stability of square perforated plates under combination of bending, shear and direct load", Thin-Walled Struct., 4(3), 239-246.
DOI
ScienceOn
|
5 |
Brown, C.J., Yettram, A.L. and Burnett, M. (1987), "Stability of plates with rectangular holes", J. of Struct. Eng., 113(5), 1111-1116.
DOI
ScienceOn
|
6 |
Cheng, B. and Zhao, J. (2010), "Strengthening of perforated plates under uniaxial compression: Buckling analysis", Thin-Walled Struct., 48(12), 905-914.
DOI
ScienceOn
|
7 |
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 Struct., 39(12), 983-998.
DOI
ScienceOn
|
8 |
El-Sawy, K.M., Nazmy, A.S. and Martini, M.I. (2004), "Elasto-plastic buckling of perforated plates under uniaxial compression", Thin-Walled Struct., 42(8), 1083-1101.
DOI
ScienceOn
|
9 |
El-Sawy, K.M. and Martini, M.I. (2007), "Elastic stability of bi-axially loaded rectangular plates with a single circular hole", Thin-Walled Struct., 45(1), 122-133.
DOI
ScienceOn
|
10 |
El-Sawy, K.M. and Martini, M.I. (2010), "Stability of biaxially loaded square plates with single central holes", Ships and Offshore Structures, 5(4), 283-293.
DOI
ScienceOn
|
11 |
Komur, M.A. (2011), "Elasto-plastic buckling analysis for perforated steel plates subject to uniform compression", Mech. Res. Comm., 38(2), 117-122.
DOI
ScienceOn
|
12 |
Maiorana, E., Pellegrino, C. and Modena, C. (2011), "Elasto-plastic behaviour of perforated steel plates subjected to compression and bending", Steel and Comp. Struct., 11(2), 131-147.
DOI
|
13 |
Moen, C.D. and Schafer, B.W. (2009), "Elastic buckling of thin plates with holes in compression or bending", Thin-Walled Struct., 47(12), 1597-1607.
DOI
ScienceOn
|
14 |
Narayanan, R. and Chow, F.Y. (1984), "Ultimate capacity of uniaxially compressed perforated plates", Thin-Walled Struct., 2(3), 241-264.
DOI
ScienceOn
|
15 |
Narayanan, R. and Rockey, K.C. (1981), "Ultimate load capacity of plate girders with webs containing circular cut-outs", Proceedings of the Institution of Civil Engineers, London, March.
|
16 |
Paik, J.K. (2007), "Ultimate strength of perforated steel plates with a single circular hole under axial compressive loading along short edges", Ships and Offshore Struct., 2(4), 355-360.
DOI
ScienceOn
|
17 |
Paik, J.K. (2007), "Ultimate strength of perforated steel plates under edge shear loading", Thin-Walled Struct., 45(3), 301-306.
DOI
ScienceOn
|
18 |
Paik, J.K. (2008), "Ultimate strength of perforated steel plates under combined biaxial compression and edge shear loads", Thin-Walled Struct., 46(2), 207-213.
DOI
ScienceOn
|
19 |
Pellegrino, C., Maiorana, E. and Modena, C. (2009), "Linear and non-linear behaviour of steel plates with circular and rectangular holes under shear loading", Thin-Walled Struct., 47(6-7), 607-616.
DOI
|
20 |
Sabir, A.B. and Chow, F.Y. (1983), "Elastic buckling of flat panels containing circular and square holes", Proceedings of the international conference on instability and plastic collapse of steel structures, London, August.
|
21 |
Shanmugam, N.E. and Narayanan, R. (1982), "Elastic buckling of perforated square plates for various loading and edge conditions", Proceedings of the international conference on finite element methods, Shanghai, August.
|
22 |
Shanmugam, N.E., Thevendran, V. and Tan, Y.H. (1999), "Design formula for axially compressed perforated plates", Thin-Walled Struct., 34(1), 1-20.
DOI
ScienceOn
|
23 |
Wang, G., Sun, H., Peng, H. and Uemori, R. (2009), "Buckling and ultimate strength of plates with openings", Ships and Offshore Structures, 4(1), 45-53.
|