Incompetent 发表于 2025-3-23 09:46:21
The Displacement Finite Element Method in Nonlinear Buckling Analysis of Shellsl theory, the degeneration method, continuum mechanics based and corotationalformulations used in the displacement approach and the corresponding incremental stiffness expression are briefly described. Some comments on the problem of non-uniqueness and stability of the solution and their practical e精致 发表于 2025-3-23 17:54:51
The Buckling of Thin-Walled Ring-Stiffened Steel Shellsgineering practice. This paper considers the inter-ring buckling of cylinders when subject simultaneously to pressure and axial loading. Some example results from an experimental research programme on steel models are presented and compared to the interaction diagrams proposed by other researchers.Negligible 发表于 2025-3-23 20:11:59
http://reply.papertrans.cn/20/1915/191493/191493_13.pngPANG 发表于 2025-3-23 22:29:47
Experimental Investigation of Buckling of Hydrostatically Loaded, Conical Shells and Practical Evalu of a liquid leads to diagrams and formulas which can be used directly in the design of such shells. The margin of safety to be applied, the influence of welding stresses and the limitations on the validity of the formulas for structures with different boundary conditions are discussed.人造 发表于 2025-3-24 02:48:46
The Buckling of Fabricated Torispherical Shells Under Internal Pressurerimental results obtained on (i) small machined aluminium alloy models and (ii) large ‘as-manufactured’ stainless steel heads. The agreement between theory and test was reasonably satisfactory. Based on these results, a possible procedure for the design of these ‘as-fabricated’ heads is outlined andcommensurate 发表于 2025-3-24 06:42:23
http://reply.papertrans.cn/20/1915/191493/191493_16.pngCardioplegia 发表于 2025-3-24 13:25:35
http://reply.papertrans.cn/20/1915/191493/191493_17.pngBadger 发表于 2025-3-24 15:47:51
978-3-642-49336-2Springer-Verlag, Berlin, Heidelberg 1982Substitution 发表于 2025-3-24 20:20:24
The Application of the Initial Post-Buckling Analysis to Shellsloaded in their plane, and shells, in particular in the absence of inextensional deformation. The initial stage of post-buckling behaviour of shells is discussed from the stand-point of shallow shell theory and it is applied to more or less localized buckling patterns.信任 发表于 2025-3-24 23:25:05
Nonlinear Behavior and Elastic Stability of Shells — Theoretical Concepts — Numerical Computations —sic mechanical formulations suitable finite element algorithms lead to the computation of highly nonlinear phenomena. Unity of theoretical and numerical concepts is emphasized for a successful tackling.