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Titlebook: Introduction to Linear Elasticity; Phillip L. Gould Textbook 19942nd edition Springer-Verlag New York, Inc. 1994 Elasticity.Elastizität.co

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书目名称Introduction to Linear Elasticity
编辑Phillip L. Gould
视频videohttp://file.papertrans.cn/474/473832/473832.mp4
图书封面Titlebook: Introduction to Linear Elasticity;  Phillip L. Gould Textbook 19942nd edition Springer-Verlag New York, Inc. 1994 Elasticity.Elastizität.co
描述"Elasticity is one of the crowning achievements of Western culture!" ex­ claimed my usually reserved colleague Professor George Zahalak during a meeting to discuss the graduate program in Solid Mechanics. Although my thoughts on the theory of elasticity had not been expressed in such noble terms, it was the same admiration for the creative efforts of the premier physicists, mathematicians and mechanicians of the 19th and 20th centuries that led me to attempt to popularize the basis of solid mechanics in this introductory form. The book is intended to provide a thorough grounding in tensor-based theory of elasticity, which is rigorous in treatment but limited in scope. It is directed to advanced undergraduate and graduate students in civil, mechani­ calor aeronautical engineering who may ultimately pursue more applied studies. It is also hoped that a few may be inspired to delve deeper into the vast literature on the subject. A one-term course based on this material may replace traditional Advanced Strength of Materials in the curriculum, since many of the fundamental topics grouped under that title are treated here, while those computational techniques that have become obsolete due
出版日期Textbook 19942nd edition
关键词Elasticity; Elastizität; composite material; deformation; mechanics; plasticity; rotation; stress; torsion; v
版次2
doihttps://doi.org/10.1007/978-1-4612-4296-3
isbn_ebook978-1-4612-4296-3
copyrightSpringer-Verlag New York, Inc. 1994
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Traction, Stress and Equilibrium,uently, to consider deformations. Another approach is to examine deformations initially, and then proceed to the stresses and applied loads. Regardless of the eventual solution path selected, it is necessary to derive the component relationships individually. In this chapter, the first set of equati
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Deformations,ed elastic body. Each displacement may be considered to have two components, one of which is due to . movements or . within the body and the other which is uniform throughout the body, so-called . motion. The relationships between the displacements and the corresponding internal distortions are know
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Strength and Failure Criteria,on of this issue is beyond our scope, it is of interest to introduce the fundamental basis of such application, namely, the comparison of the analytical . obtained from an elasticity solution to the expected . of the resisting material.
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Phillip L. Gouldy . = (.. ... ..) of . linearly independent vectors tangent to the ancillary surface at the observed data. For the two types of ancillarity simple expressions for the array . are given; these are obtained from a full dimensional pivotal quantity. A brief summary describes the use of . to obtain seco
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