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Titlebook: Optimal Structural Design under Stability Constraints; Antoni Gajewski,Michal Zyczkowski Book 1988 Kluwer Academic Publishers 1988 design.

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書目名稱Optimal Structural Design under Stability Constraints
編輯Antoni Gajewski,Michal Zyczkowski
視頻videohttp://file.papertrans.cn/703/702931/702931.mp4
叢書名稱Mechanics of Elastic Stability
圖書封面Titlebook: Optimal Structural Design under Stability Constraints;  Antoni Gajewski,Michal Zyczkowski Book 1988 Kluwer Academic Publishers 1988 design.
描述The first optimal design problem for an elastic column subject to buckling was formulated by Lagrange over 200 years ago. However, rapid development of structural optimization under stability constraints occurred only in the last twenty years. In numerous optimal structural design problems the stability phenomenon becomes one of the most important factors, particularly for slender and thin-walled elements of aerospace structures, ships, precision machines, tall buildings etc. In engineering practice stability constraints appear more often than it might be expected; even when designing a simple beam of constant width and variable depth, the width - if regarded as a design variable - is finally determined by a stability constraint (lateral stability). Mathematically, optimal structural design under stability constraints usually leads to optimization with respect to eigenvalues, but some cases fall even beyond this type of problems. A total of over 70 books has been devoted to structural optimization as yet, but none of them has treated stability constraints in a sufficiently broad and comprehensive manner. The purpose of the present book is to fill this gap. The contents include a di
出版日期Book 1988
關(guān)鍵詞design; finite element method; modeling; numerical methods; programming; vibration
版次1
doihttps://doi.org/10.1007/978-94-009-2754-4
isbn_softcover978-94-010-7737-8
isbn_ebook978-94-009-2754-4Series ISSN 0924-2112
issn_series 0924-2112
copyrightKluwer Academic Publishers 1988
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沙發(fā)
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978-94-010-7737-8Kluwer Academic Publishers 1988
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Optimal Structural Design under Stability Constraints978-94-009-2754-4Series ISSN 0924-2112
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Methods of Structural Optimization,There exists a fairly extensive literature on optimization methods: references to over 500 monographs and textbooks are given, [0.298] – [0.827]. Hence, we quote here only some more important optimality conditions and solution methods.
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Arches,cation and snap-through. All these forms may be investigated by the analysis of small vibrations imposed on the static deformation of the arch. Hence, similarly as in Chapter 4, we base our considerations on geometrically nonlinear equations of linearly-elastic arches with stretchable axis (the anal
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發(fā)表于 2025-3-23 07:29:33 | 只看該作者
Trusses and Frames,three kinds of bifurcation may occur (buckling of individual bars or groups of bars; in-plane loss of stability due to additional tension or compression but without buckling of individual bars; out-of-plane loss of stability resembling lateral buckling of high beams), and snap-through is also possib
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