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Titlebook: Applied Structural Mechanics; Fundamentals of Elas H. Eschenauer,N. Olhoff,W. Schnell Textbook 1997 Springer-Verlag Berlin Heidelberg 1997

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發(fā)表于 2025-3-21 16:12:56 | 只看該作者 |倒序?yàn)g覽 |閱讀模式
期刊全稱Applied Structural Mechanics
期刊簡稱Fundamentals of Elas
影響因子2023H. Eschenauer,N. Olhoff,W. Schnell
視頻videohttp://file.papertrans.cn/161/160181/160181.mp4
圖書封面Titlebook: Applied Structural Mechanics; Fundamentals of Elas H. Eschenauer,N. Olhoff,W. Schnell Textbook 1997 Springer-Verlag Berlin Heidelberg 1997
影響因子In view of the growing importance of product liability and the demand for fulfillment of extreme specifications for new products, this book provides the basic tools for establishing model equations in structural mechanics. Additionally, it illustrates the transition and interrelation between structural mechanics and structural optimization. Nowadays, this new direction is extremely important for more efficiency in the design process. The book is divided into four parts covering the fundamentals of elasticity, plane and curved load-bearing structures and structural optimization. Each part contains numerous problems and solutions, which will provide the student with the basic tools from the field of elasticity theory and assist the professional engineer in solving problems.
Pindex Textbook 1997
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沙發(fā)
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板凳
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Constitutive laws of linearly elastic bodiese stress tensor, and we furthermore assume that these relations are time . The behaviour of the bodies is denoted as elastic, i.e. there are . permanent strains .. after removing the load of the body (Fig. 5.1). The bodies considered shall furthermore, as it is usual in the classical elasticity theo
地板
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Disksl stresses are assumed uniformly distributed over the thickness, i.e. they do not depend on z. We therefore have a State of Plane Stress for which the most important basic equations in Cartesian and in polar coordinates are summarized in the following, where the thickness of the disk is assumed to b
5#
發(fā)表于 2025-3-22 11:26:27 | 只看該作者
Platese . As shown in Fig. 9.1 a), the plate is subjected to surface loads p perpendicular to the mid—plane. An arbitrary load is resolved vertically and parallel to the surface. The in—plane forces can then be dealt with by means of the disk theory (Ch. 8). The interest in this chapter is restricted to t
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Fundamentals of structural optimization.e. calculation of deformations, stresses, natural vibration frequencies, buckling loads, etc. In view of the development and construction of machines and system components the question arises which measures must be taken in order to reduce costs . to improve quality and reliability; in other words
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Sensitivity analysis of structurestermination of the gradients of the objective function and the constraints is a highly important step in the optimization process (see Fig. 15.4), since these gradients are not only a prerequisite for the majority of optimization algorithms (see Chapter 16), but they also provide important informati
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