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Titlebook: Mechanics of Deformable Solids; Linear, Nonlinear, A Issam Doghri Textbook 2000 Springer-Verlag Berlin Heidelberg 2000 algorithm.applied me

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發(fā)表于 2025-3-21 16:43:32 | 只看該作者 |倒序?yàn)g覽 |閱讀模式
書目名稱Mechanics of Deformable Solids
副標(biāo)題Linear, Nonlinear, A
編輯Issam Doghri
視頻videohttp://file.papertrans.cn/629/628466/628466.mp4
概述Book for advanced students and engineers.Based on lectures at the Catholic University of Louvain.Unique is the treatment of the three subjects: - theory of linear elasticity - theory of structures - n
圖書封面Titlebook: Mechanics of Deformable Solids; Linear, Nonlinear, A Issam Doghri Textbook 2000 Springer-Verlag Berlin Heidelberg 2000 algorithm.applied me
描述Three subjects of major interest are contained in this textbook: Linear elasticity, mechanics of structures in linear isotropic elasticity, and nonlinear mechanics including computational algorithms. Engineering and mathematics are in a reasonable balance: After the simplest possible, intuitive approach follows the mathematical formulation and analysis. Computational methods occupy a good portion of the book. There are several worked out problems in each chapter and additional exercises at the end of the book. Very often, mathematical expressions are given in more than one notation. The book is intended primarily for students and practising engineers in mechanical and civil engineering. Most of them will be faced with problems of advanced materials and should have a correct understanding of the basic ideas even if they use software to solve them. Students or experts from applied mathematics, materials science and other related fields will also find it useful.
出版日期Textbook 2000
關(guān)鍵詞algorithm; applied mechanics; computational method; damage; damage mechanics; elasticity; mathematics; mech
版次1
doihttps://doi.org/10.1007/978-3-662-04168-0
isbn_softcover978-3-642-08629-8
isbn_ebook978-3-662-04168-0
copyrightSpringer-Verlag Berlin Heidelberg 2000
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Theory of beams (strength of materials), is still widely used in practice). A beam is a solid for which one dimension -the length- is much larger than the other two dimensions. We shall see that beam theory offers a dramatic simplification of the original three-dimensional (3D) problem of Chaps. 1 or 2 by reducing it to a one-dimensional
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Elasto-plasticity,erials have a linear elastic behavior at the early stages of deformation. However, when certain criteria are reached, several materials (e.g., metals) undergo irreversible, or permanent or . deformations. In this chapter, we present constitutive equations and computational algorithms for rate-indepe
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Elasto-viscoplasticity, plasticity or .. The theory allows the modeling of material behavior presenting two features: a permanent (irreversible) deformation and a sensitivity of the stress-strain response to the rate of straining (Fig. 13.1). Visco-plasticity or creep in metals becomes important when the absolute temperat
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Nonlinear continuum mechanics,oundary condition equations on the initial, undeformed (thus known) configuration of a body. The only exception was the study of possible buckling modes in Chap. 10. In this chapter, we present basic continuum mechanics in the presence of geometric non-linearities, namely finite strains, displacemen
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