[1] Arbocz, J.; Hol JMAM; “Collapse of axially compressed cylindrical shells with random imperfections”, AIAA J., Vol. 29, p.p. 2247–56, 1991.
[2] Jullien, JF.; Limam, A.; “Effect of openings on the buckling of cylindrical shells subjected to axial compression” Thin Walled Structure, Vol. 31, p.p.187–202, 1998.
[3] Timoshenko, SP.; Gere, JM.; Theory of elastic stability, 2nd Edition, McGraw-Hill, 1961.
[4] Ugural, AC.; Stresses in plates and shells, McGraw- Hill, 1981.
[5] Yeh, MK.; Lin, MC.; Wu, WT.; “Bending buckling of an elastoplastic cylindrical shell with a cutout” Eng. Structure, Vol. 21, p.p. 996–1005, 1999.
[6] Hilburger, MW.; Vicki, OB.; Michael, PN.; “Buckling behavior of compression-loaded quasi-isotropic curved panels with a circular cutout” Int. J. Solids Structure,Vol. 38, p.p. 1495–522, 2001.
[7] Tafreshi, A.; “Buckling and post buckling analysis of composite cylindrical shells with cutout subjected to internal pressure and axial compression load” Int. J.Pressure Vessel Piping, Vol. 79, p.p. 351–9, 2002.
[8] Han, H.; Cheng, J.; Taheri, F.; Pegg; N.; “Numerical and experimental investigations of the response of aluminum cylinders with a cutout subject to axial compression” Thin Walled Structure, Vol. 44, p.p. 254-270, 2006.
[9] Shariati, M.; Mahdizadeh R., M.; “Numerical and Experimental Investigations on Buckling of Steel Cylindrical Shells with Elliptical Cutout Subject to Axial Compression” Thin Walled Structure, Vol. 46,p.p. 1251– 1261, 2008.
[10] ABAQUS 6.4 PR11 user's manual.
[11] Gerald, C. F.; Wheatley, P. O.; Applied Numerical Analysis, Addison Wesley, 1999.