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Titlebook: Elementary Continuum Mechanics for Everyone; With Applications to Esben Byskov Book 2013 Springer Science+Business Media Dordrecht 2013 Con

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發(fā)表于 2025-3-21 17:35:27 | 只看該作者 |倒序瀏覽 |閱讀模式
書目名稱Elementary Continuum Mechanics for Everyone
副標(biāo)題With Applications to
編輯Esben Byskov
視頻videohttp://file.papertrans.cn/308/307368/307368.mp4
概述The principle of virtual work is used to establish consistent theories of kinematic nonlinearity and linearity for other kinds of bodies, such as beams and plates.An in-depth treatment of structural i
叢書名稱Solid Mechanics and Its Applications
圖書封面Titlebook: Elementary Continuum Mechanics for Everyone; With Applications to Esben Byskov Book 2013 Springer Science+Business Media Dordrecht 2013 Con
描述.The book?opens with a derivation of kinematically nonlinear 3-D continuum mechanics for solids. .Then the principle of virtual work is utilized?to derive the?simpler,?kinematically linear 3-D theory and to provide the foundation for developing consistent theories of kinematic nonlinearity and linearity for specialized continua, such as beams and plates, and finite element methods for these structures. .A formulation in terms of the versatile Budiansky-Hutchinson notation is used as basis for the theories for these structures and structural elements, as well as for an in-depth treatment of structural instability..
出版日期Book 2013
關(guān)鍵詞Continuum Mechanics; Finite Element Method; General Principles; Principle of Virtual Work; Stability
版次1
doihttps://doi.org/10.1007/978-94-007-5766-0
isbn_softcover978-94-007-9558-7
isbn_ebook978-94-007-5766-0Series ISSN 0925-0042 Series E-ISSN 2214-7764
issn_series 0925-0042
copyrightSpringer Science+Business Media Dordrecht 2013
The information of publication is updating

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沙發(fā)
發(fā)表于 2025-3-21 20:57:04 | 只看該作者
Book 2013rive the?simpler,?kinematically linear 3-D theory and to provide the foundation for developing consistent theories of kinematic nonlinearity and linearity for specialized continua, such as beams and plates, and finite element methods for these structures. .A formulation in terms of the versatile Bud
板凳
發(fā)表于 2025-3-22 01:55:42 | 只看該作者
0925-0042 ese structures. .A formulation in terms of the versatile Budiansky-Hutchinson notation is used as basis for the theories for these structures and structural elements, as well as for an in-depth treatment of structural instability..978-94-007-9558-7978-94-007-5766-0Series ISSN 0925-0042 Series E-ISSN 2214-7764
地板
發(fā)表于 2025-3-22 04:51:39 | 只看該作者
Book 2013rity for specialized continua, such as beams and plates, and finite element methods for these structures. .A formulation in terms of the versatile Budiansky-Hutchinson notation is used as basis for the theories for these structures and structural elements, as well as for an in-depth treatment of structural instability..
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發(fā)表于 2025-3-22 11:00:17 | 只看該作者
Large Displacements and Large Strainsbody) with the stresses (internal forces in the body). For the sake of preventing misunderstandings regarding the issue of this I emphasize that, in order to find the solution to any static problem in solid or structural mechanics, we need the full set of equations, namely the kinematic, the static,
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發(fā)表于 2025-3-22 14:41:03 | 只看該作者
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發(fā)表于 2025-3-22 18:50:29 | 只看該作者
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發(fā)表于 2025-3-22 23:32:46 | 只看該作者
Shear Deformation of Linear Elastic Beam Cross-Sectionsy elongate or shorten. This idea is in the spirit of Bernoulli-Euler beam theory, whose generalized strains are the axial strain and the curvature strain, see Sects. 7.5, 7.3 and 7.2 and therefore these beams only have two generalized stresses, namely the axial force N and the bending moment M which
9#
發(fā)表于 2025-3-23 03:56:44 | 只看該作者
Unconstrained Torsionrs under torsion often remain in the plane. In principle, torsion of straight, one-dimensional members is relatively easy and therefore we did not devote space for that subject but introduce it here through the example below.
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發(fā)表于 2025-3-23 07:33:48 | 只看該作者
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