References
- Błachut J , Galletly GD , Moreton DN . 1990. Buckling of near-perfect steel torispherical and hemispherical shells subjected to external pressure. AIAA J. 28:1971–1975.
- Błachut J , Galletly GD . 1995. Buckling strength of imperfect steel hemispheres. Thin-Walled Struct. 23:1–20.
- Błachut J , Smith P . 2007. Tabu search optimization of externally pressurized barrels and domes. Eng Optim. 39:889–918.
- Błachut J , Magnucki K . 2008. Strength, stability, and optimization of pressure vessels: review of selected problems. Appl Mech Rev. 61:060801.
- Błachut J . 2009. Buckling of multilayered metal domes. Thin-Walled Struct. 47:1429–1438.
- Błachut J . 2013. Experimental perspective on the buckling of pressure vessel components. Appl Mech Rev. 66:010803.
- Błachut J . 2015. Locally flattened or dented domes under external pressure. Thin-Walled Struct. 97:44–52.
- Błachut J . 2016a. Buckling of composite domes with localised imperfections and subjected to external pressure. Compos Struct. 153:746–754.
- Błachut J . 2016b. Buckling of externally pressurized steel toriconical shells. Int J Press Vessel Pip. 144:25–34.
- Castro SGP , Zimmermann R , Arbelo MA , Khakimova R , Hilburger MW , Degenhardt R . 2014. Geometric imperfections and lower-bound methods used to calculate knock-down factors for axially compressed composite cylindrical shells. Thin-Walled Struct. 74:118–132.
- [CCS] China Classification Society . 2013. Rules for the classification and construction of diving systems and submersibles. Beijing : CCS.
- [CEN] Comité Européen de Normalisation . 2007. EN 1993-1-6: Eurocode 3 – design of steel structures – Part 1.6: strength and stability of shell structures. Brussels : CEN.
- Cui WC . 2013. Development of the Jiaolong deep manned submersible. Mar Technol Soc J. 47:37–54.
- Hilburger MW , Nemeth MP , Starnes JH . 2006. Shell buckling design criteria based on manufacturing imperfection signatures. AIAA J. 44:654–663.
- Hilburger MW . 2012. Developing the next generation shell buckling design factors and technologies. AIAA Pap. NF1676L-13283 1–15.
- Ifayefunmi O . 2016. Buckling behavior of axially compressed cylindrical shells: comparison of theoretical and experimental data. Thin-Walled Struct. 98:558–564.
- [ISO] International Organization for Standardization . 2009. ISO 6892-1: metallic materials – tensile testing – Part 1: method of test at room temperature. Geneva : ISO.
- Jasion P . 2009. Stability analysis of shells of revolution under pressure conditions. Thin-Walled Struct. 47:311–317.
- Jasion P , Magnucki K . 2015. Elastic buckling of Cassini ovaloidal shells under external pressure – theoretical study. Arch Mech. 67:179–192.
- Krivoshapko SN . 2007. Research on general and axisymmetric ellipsoidal shells used as domes, pressure vessels, and tanks. Appl Mech Rev 60:336.
- Lee A , López Jiménez F , Marthelot J , Hutchinson JW , Reis PM . 2016. The geometric role of precisely engineered imperfections on the critical buckling load of spherical elastic shells. J Appl Mech. 83:1–11.
- NASA . 1969. NASA SP-8032: buckling of thin-walled doubly curved shells. Washington (DC) : NASA Space Vehicle Design Criteria (Structures).
- Pan BB , Cui WC , Shen YS , Liu T . 2010. Further study on the ultimate strength analysis of spherical pressure hulls. Mar Struct. 23:444–461.
- Paulose J , Nelson DR . 2013. Buckling pathways in spherical shells with soft spots. Soft Matter. 9:8227–8245.
- Ross CTF , Little APF , Chasapides L , Banks J , Attanasio D . 2004. Buckling of ring stiffened domes under external hydrostatic pressure. Ocean Eng. 31:239–252.
- [SAC] Standardization Administration of the People's Republic of China . 2010. GB/T 228.1: metallic materials – tensile testing – Part 1: method of test at room temperature. Beijing : SAC.
- Schmidt H , Swadlo P . 1996. Part C – shells of revolution with arbitrary meridional shapes – buckling design by use of computer analysis, ECSC contract No.7210-SA/208: enhancement of ECCS design recommendations and development of Eurocode 3 parts related to shell buckling. Final Report No.: EUR 18460 EN. Universität GH Essen, FB Bauwesen Stahlbau. Brussels: European Commission.
- Schmidt H . 2000. Stability of steel shell structures. J Constr Steel Res. 55:159–181.
- Smith P , Błachut J . 2008. Buckling of externally pressurized prolate ellipsoidal domes. J Press Vessel Technol 130:244–254.
- Thompson JMT . 2014. Advances in shell buckling: theory and experiments. Int J Bifurc Chaos. 25:1530001.
- Tripathi SM , Anup S , Muthukumar R . 2016. Effect of geometrical parameters on mode shape and critical buckling load of dished shells under external pressure. Thin-Walled Struct. 106:218–227.
- Zhang J , Wang ML , Wang WB , Tang WX . 2017. Buckling of egg-shaped shells subjected to external pressure. Thin-Walled Struct. 113:122–128.
- Zhang J , Wang ML , Wang WB , Tang WX , Zhu YM . 2017. Investigation on egg-shaped pressure hulls. Mar Struct. 52:50–66.
- Zhang J , Zhang M , Tang WX , Wang WL , Wang MB . 2017. Buckling of spherical shells subjected to external pressure: a comparison of experimental and theoretical data. Thin-Walled Struct. 111:58–64.
- Zhang J , Zhu BY , Wang F , Tang WX , Wang WB , Zhang M . 2017. Buckling of prolate egg-shaped domes under hydrostatic external pressure. Thin-Walled Struct. 119:296–303.
- Zoelly R . 1915. Uber ein Knickungsproblem an der Kugelschale [Buckling of spherical caps]. Zürich: ETH Zürich.