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Titlebook: Buckling of Shells; Proceedings of a Sta E. Ramm Conference proceedings 1982 Springer-Verlag, Berlin, Heidelberg 1982 Automobil.Schalenbeul

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樓主
發(fā)表于 2025-3-21 18:23:21 | 只看該作者 |倒序?yàn)g覽 |閱讀模式
期刊全稱Buckling of Shells
期刊簡稱Proceedings of a Sta
影響因子2023E. Ramm
視頻videohttp://file.papertrans.cn/192/191493/191493.mp4
圖書封面Titlebook: Buckling of Shells; Proceedings of a Sta E. Ramm Conference proceedings 1982 Springer-Verlag, Berlin, Heidelberg 1982 Automobil.Schalenbeul
影響因子Thin shells are very popular structures in many different branches of engineering. There are the domes, water and cooling towers, the contain- ments in civil engineering, the pressure vessels and pipes in mechanical and nuclear engineering, storage tanks and platform components in marine and offshore engineering, the car bodies in the automobile industry, planes, rockets and space structures in aeronautical engineering, to mention only a few examples of the broad spectrum of application. In addition there is the large applied mechanics group involved in all the computational and experimental work in this area. Thin shells are in a way optimal structures. They play the role of·the "primadonnas" among all kinds of structures. Their performance can be extraordinary, but they can also be very sensitive. The susceptibility to buckling is a typical example. David Bushnell says in his recent review paper entitled "Buckling of Shells - Pitfall for DeSigners": "To the layman buckling is a mysterious, perhaps even awe inspiring phenomenon that transforms objects originally imbued with symmetrical beauty into junk".
Pindex Conference proceedings 1982
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沙發(fā)
發(fā)表于 2025-3-21 23:08:43 | 只看該作者
板凳
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Conference proceedings 1982view paper entitled "Buckling of Shells - Pitfall for DeSigners": "To the layman buckling is a mysterious, perhaps even awe inspiring phenomenon that transforms objects originally imbued with symmetrical beauty into junk".
地板
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5#
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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.
6#
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The Natural Method: Simple and Elegantly recapitulated on the basis of the plane triangular simplex element (TRIM3). Such an element with its simple natural deformation modes (elongations of the sides) may then be used in a differential sense as building block for higher order and curved membrane elements which are not necessarily of tr
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發(fā)表于 2025-3-22 21:59:31 | 只看該作者
Different Levels of Nonlinear Shell Theory in Finite Element Stability Analysistion. Furthermore, an incremental version for finite increments of the displacements is formulated and the corresponding incremental principle of virtual work. This is the starting point of FEM with curved triangular elements, each containing 63 kinematical DoFs. Different levels of geometrical nonl
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發(fā)表于 2025-3-23 04:03:09 | 只看該作者
Analysis of Elastic-Plastic Buckling and Imperfection — Sensitivity of Shells of Revolutionelement level with the usual finite element assemblage of the system. It is based on a Fourier- representation of the loading, the shell variables and initial imperfections in the circumferential direction. This semi-analytical procedure is formulated for geometrically and physically nonlinear probl
10#
發(fā)表于 2025-3-23 08:27:31 | 只看該作者
Postbuckling Instability Analysis of Shells Using the Mixed Method, with displacements and stress resultants as nodal unknowns, are outlined and discussed. Second a quasi viscous strategy is presented, which allows to pass unstable regions and limit points. The approach uses variable ficticious damping. With the load applied all at once, stable equilibrium states
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