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Titlebook: Optimization in Structural Design; Symposium Warsaw/Pol Antoni Sawczuk,Zenon Mróz Conference proceedings 1975 Springer-Verlag, Berlin/Heide

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書目名稱Optimization in Structural Design
副標(biāo)題Symposium Warsaw/Pol
編輯Antoni Sawczuk,Zenon Mróz
視頻videohttp://file.papertrans.cn/704/703262/703262.mp4
叢書名稱IUTAM Symposia
圖書封面Titlebook: Optimization in Structural Design; Symposium Warsaw/Pol Antoni Sawczuk,Zenon Mróz Conference proceedings 1975 Springer-Verlag, Berlin/Heide
描述Structural optimization, a broad interdisciplinary field, requires skillful combining of mathematical and mechanical knowledge with engineering. It is both intellectually attractive and technologically rewarding. The Symposium on Optimization in Structural Design was the second IUTAM Symposium in Poland. Fifteen years have elapsed since the Symposium on Nonhomogeneity in Elasticity and Plasticity, presided by Professor Olszak, was held in Warsaw. These fifteen years mean a lot for mechanics in Poland. Continuing the tradition of Professor Maksymilian Tytus Huber‘s research, considerable development of the mechanical sciences has been achieved in this country mostly due to the knowledge, vision and persistence of Professors Wit old Nowacki and Waclaw Olszak, eminent Members of our Academy. The Institute of Fundamental Technological Research was established, competent research groups grew, matured and contri- buted to thermo-elasticity, plasticity, general theory of constitutive equations, and to structural mechanics-just to mention a few do- mains. Mechanics is now penetrating into the technology of this country at an accelerating pace. The optimization in mechanics has a tradition
出版日期Conference proceedings 1975
關(guān)鍵詞Konstruktion; Optimierung; design; development; mechanics; optimization; structural optimization; technolog
版次1
doihttps://doi.org/10.1007/978-3-642-80895-1
isbn_softcover978-3-642-80897-5
isbn_ebook978-3-642-80895-1
copyrightSpringer-Verlag, Berlin/Heidelberg 1975
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A Graph Problem of Structural Design steps must be the automation of the selection of the structural configuration (connectivity). While there are both topological and geometrical considerations to be dealt with here, algorithms are beginning to appear (cf., e.g. [5]) which will take a given configuration and move the joints to produc
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Applications of Optimal Control Theory to Structural Optimization: Analytical and Numerical Approachmatical programming. Nevertheless, optimization of basic continuous structural members—such as a bar, a beam, a plate or a shell—under various conditions has not been fully explored yet and is still of utmost interest. In addition to providing well-known solutions with which the validity of various
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Interactive and Automated Design of Ship Structuresrevised taking this trend into consideration. The development of versatile finite element structural analysis programs has enabled detailed structural analysis of almost any type of structure appearing in modern steel vessels.
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On Variational Formulations for Structures Design Problemsrectly through a simple procedure, in cases where the mode of response being considered is covered by an extremum principle. The conditions relate to global optimality whenever the cost function is linear in the design variable, as well as in some cases where the relation is nonlinear. The proof of
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Optimal Control of the Consolidation Process partial differential equations. In the control theory this case of a system is called “system with distributed parameters” and became the subject of intensive investigations in the recent years [2]. Application of the control theory is here not accidental; we will see, that the non-classical variat
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On Singularities, Local Optima, and Formation of Stiffeners in Optimal Design of Platesderived by variational methods. However, the optimum plates obtained in this way have fairly smooth thickness variation, and, compared with corresponding plate structures equipped with stiffeners or ribs, at least some of them must be considered as local optima.
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Application of Dynamic Programming to Optimization of Structuresptimization methods do not rely on a decomposition strategy and thus do not take advantage of any serial relationship that may exist between the various elements of the structure. Multistage optimization techniques involve decomposition of the problem into components, formulation of recursive equati
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