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Titlebook: Variational Methods in Theoretical Mechanics; J. T. Oden,J. N. Reddy Textbook 19761st edition Springer-Verlag Berlin Heidelberg 1976 calcu

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发表于 2025-3-21 17:01:42 | 显示全部楼层 |阅读模式
书目名称Variational Methods in Theoretical Mechanics
编辑J. T. Oden,J. N. Reddy
视频video
丛书名称Universitext
图书封面Titlebook: Variational Methods in Theoretical Mechanics;  J. T. Oden,J. N. Reddy Textbook 19761st edition Springer-Verlag Berlin Heidelberg 1976 calcu
描述This is a textbook written for use in a graduate-level course for students of mechanics and engineering science. It is designed to cover the essential features of modern variational methods and to demonstrate how a number of basic mathematical concepts can be used to produce a unified theory of variational mechanics. As prerequisite to using this text, we assume that the student is equipped with an introductory course in functional analysis at a level roughly equal to that covered, for example, in Kolmogorov and Fomin (Functional Analysis, Vol. I, Graylock, Rochester, 1957) and possibly a graduate-level course in continuum mechanics. Numerous references to supplementary material are listed throughout the book. We are indebted to Professor Jim Douglas of the University of Chicago, who read an earlier version of the manuscript and whose detailed suggestions were extremely helpful in preparing the final draft. He also gratefully acknowledge that much of our own research work on variational theory was supported by the U.S. Air Force Office of Scientific Research. He are indebted to Mr. Ming-Goei Sheu for help in proofreading. Finally, we wish to express thanks to Mrs. Marilyn Gude for
出版日期Textbook 19761st edition
关键词calculus; continuum mechanics; design; function; mechanics; proof; science
版次1
doihttps://doi.org/10.1007/978-3-642-96312-4
isbn_ebook978-3-642-96312-4Series ISSN 0172-5939 Series E-ISSN 2191-6675
issn_series 0172-5939
copyrightSpringer-Verlag Berlin Heidelberg 1976
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发表于 2025-3-21 22:01:47 | 显示全部楼层
Introduction, to direct applications of local physical laws. The principle of minimum potential energy, for example, can be regarded as a substitute to the equations of equilibrium of elastic bodies, as well as a basis for the study of stability. Hamilton’s principle can be used in lieu of the equations governin
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Mechanics of Continua-A Brief Review,is well-known that the equations of continuum mechanics fall into four basic categories: 1) kinematics, 2) kinetics and the mechanical balance laws, 3) thermodynamics, and 4) constitution. ., of course, is a study of the geometry of motion and deformation without regard to the agents which caused th
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Complementary and Dual Variational Principles in Mechanics,alue problems of mechanics. The mathematical setting for the class of problems we wish to examine is the following abstract linear problem: find an element u of a Hilbert space . such that . where Λ is a linear operator from . into its dual .′ which is given as a product of three linear operators, .
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Variational Boundary-Value Problems, Monotone Operators, and Variational Inequalities, such that MATH . is equivalent to finding critical points of K(u). The classical variational method is, therefore, an indirect method; instead of solving directly the weak problem (6.1), we seek special points in the domain of an associated functional.
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Variational Methods of Approximation,ease in presentation, we confine our attention to linear problems, and most of what we present has to do with elliptic boundary-value problems. In particular, we discuss interpolation properties of finite element methods, existence and uniqueness of solutions to the approximate problem, and converge
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Introduction,ns of equilibrium of elastic bodies, as well as a basis for the study of stability. Hamilton’s principle can be used in lieu of the equations governing dynamical systems, and the variational forms presented by Biot displace certain equations in linear continuum thermodynamics.
发表于 2025-3-23 07:41:27 | 显示全部楼层
Mathematical Foundations of Classical Variational Theory,e of functions continuously differentiable on the interval [O,1] and which vanish at 0 and 1, F: ℝ. → ℝ has continuous partial derivatives of order ≥ 2 with respect to each argument (ℝ is the real line and ℝ. = ℝ x ℝ x ℝ), and α ∈ ℝ.
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