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Titlebook: Dynamic Stability of Suddenly Loaded Structures; George J. Simitses Book 1990 Springer-Verlag New York Inc 1990 beam.resonance.shells.stab

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發(fā)表于 2025-3-21 20:00:05 | 只看該作者 |倒序?yàn)g覽 |閱讀模式
書目名稱Dynamic Stability of Suddenly Loaded Structures
編輯George J. Simitses
視頻videohttp://file.papertrans.cn/284/283768/283768.mp4
圖書封面Titlebook: Dynamic Stability of Suddenly Loaded Structures;  George J. Simitses Book 1990 Springer-Verlag New York Inc 1990 beam.resonance.shells.stab
描述Dynamic instability or dynamic buckling as applied to structures is a term that has been used to describe many classes of problems and many physical phenomena. It is not surprising, then, that the term finds several uses and interpretations among structural mechanicians. Problems of parametric resonance, follower-force, whirling of rotating shafts, fluid-solid interaction, general response of structures to dynamic loads, and several others are all classified under dynamic instability. Many analytical and experimental studies of such problems can be found in several books as either specialized topics or the main theme. Two such classes, parametric resonance and stability of nonconservative systems under static loads (follower-force problems), form the main theme of two books by V. V. Bolotin, which have been translated from Russian. Moreover, treatment of aero elastic instabilities can be found in several textbooks. Finally, analytical and experimental studies of structural elements and systems subjected to intense loads (of very short duration) are the focus of the recent monograph by Lindberg and Florence. The first chapter attempts to classify the various "dynamic instability" ph
出版日期Book 1990
關(guān)鍵詞beam; resonance; shells; stability
版次1
doihttps://doi.org/10.1007/978-1-4612-3244-5
isbn_softcover978-1-4612-7932-7
isbn_ebook978-1-4612-3244-5
copyrightSpringer-Verlag New York Inc 1990
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沙發(fā)
發(fā)表于 2025-3-22 00:10:32 | 只看該作者
Simple Mechanical Modelsstability for the extreme cases of the ideal impulse and sudden constant load of infinite duration. These models are typical of imperfection-sensitive structural configurations. They are kept as simple as possible, so that the emphasis can easily be placed on the concepts rather than on complex math
板凳
發(fā)表于 2025-3-22 02:43:42 | 只看該作者
Dynamic Stability Under Constant Load of Finite Durationinite duration, time . (Figure 3.1). After the release of the force ., the system moves because of the energy imparted, during the action of the load .. The concept of dynamic stability for this particular load case is similar to the concept used in the cases of the ideal impulse and of the constant
地板
發(fā)表于 2025-3-22 05:49:23 | 只看該作者
The Influence of Static Preloadingntly applied for a given time duration. The cases of finite duration ., see Figure 3.1, as well as the extreme cases of ideal impulse (T.?0) and constant load of infinite duration . .?∞., have been presented in the previous chapters. Although one may find several systems that fall in the category of
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Two-Bar Simple Frames and boundary conditions. If both supports are immovable, and if the loading is a distributed load, the response is one of stable equilibrium and there is no possibility of static instability, either through the existence of a bifurcation point or through a limit point. Similarly, for the same suppo
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發(fā)表于 2025-3-22 19:58:26 | 只看該作者
The Shallow Archlf-sine-wave initial shape and a half-sine wave distributed lateral load. They treated the two extreme cases of sudden loads: that of constant magnitude and infinite duration and the ideal impusle case. Following this first paper, several studies are reported in the literature, in the middle to late
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發(fā)表于 2025-3-22 21:16:50 | 只看該作者
The Shallow Spherical Cap. Because of this, the designer of such systems is interested in their response and in particular in the level of the load under which snap-through can take place. This,of course, is a primary considerationin the design of these configurations.
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發(fā)表于 2025-3-23 03:10:03 | 只看該作者
Thin Cylindrical ShellsThese systems are subjected to destabilizing loads in service, and since these loads are often dynamic in nature, it is not surprising that a great deal of interest was generated in the dynamic stability of cylindrical shells. Most of the analyses make use of monocoque metallic construction, but in
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發(fā)表于 2025-3-23 06:34:37 | 只看該作者
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