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Titlebook: Numerical Simulation of Mechanical Behavior of Composite Materials; Sergio Oller Textbook 2014 CIMNE 2014 Analysis of Composite Structures

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發(fā)表于 2025-3-21 19:22:23 | 只看該作者 |倒序?yàn)g覽 |閱讀模式
書(shū)目名稱(chēng)Numerical Simulation of Mechanical Behavior of Composite Materials
編輯Sergio Oller
視頻videohttp://file.papertrans.cn/670/669188/669188.mp4
概述Presents a numerical analysis of the behavior of the composite from its components.Details a number of important phenomena in the behavior of composites.Offers a complete study of the numerical behavi
叢書(shū)名稱(chēng)Lecture Notes on Numerical Methods in Engineering and Sciences
圖書(shū)封面Titlebook: Numerical Simulation of Mechanical Behavior of Composite Materials; Sergio Oller Textbook 2014 CIMNE 2014 Analysis of Composite Structures
描述.An original mechanical formulation to treat nonlinear orthotropic behavior of composite materials is presented in this book. It also examines different formulations that allow us to evaluate the behavior of composite materials through the composition of its components, obtaining a new composite material. Also two multiple scale homogenization methods are given, one based on the analytical study of the cells (Ad-hoc homogenization) and other one, more general based on the finite element procedure applied on the macro scale (upper-scale) and in the micro scale (sub-scale)..A very general formulation to simulate the mechanical behavior for traditional composite structures (plywood, reinforced concrete, masonry, etc.), as well as the new composite materials reinforced with long and short fibers, nanotubes, etc., are also shown in this work..Typical phenomena occurring in composite materials are also described in this work, including fiber-matrix debonding, local buckling offibers and its coupling with the overall buckling of the structure. Finally, several numerical examples that evaluates the qualities and capabilities of the general model formulated are offered in this book..This bo
出版日期Textbook 2014
關(guān)鍵詞Analysis of Composite Structures; Computational Mechanics; Constitutive modeling; Design of Reinforced
版次1
doihttps://doi.org/10.1007/978-3-319-04933-5
isbn_softcover978-3-319-35453-8
isbn_ebook978-3-319-04933-5Series ISSN 1877-7341 Series E-ISSN 1877-735X
issn_series 1877-7341
copyrightCIMNE 2014
The information of publication is updating

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發(fā)表于 2025-3-21 20:48:32 | 只看該作者
Lecture Notes on Numerical Methods in Engineering and Scienceshttp://image.papertrans.cn/n/image/669188.jpg
板凳
發(fā)表于 2025-3-22 00:38:31 | 只看該作者
地板
發(fā)表于 2025-3-22 08:28:52 | 只看該作者
Sergio OllerPresents a numerical analysis of the behavior of the composite from its components.Details a number of important phenomena in the behavior of composites.Offers a complete study of the numerical behavi
5#
發(fā)表于 2025-3-22 10:14:21 | 只看該作者
Introduction,The use of composite materials in structural design has grown significantly over the past few years. This is because the mechanical properties of these materials are better than the traditional ones as a result of their designing process possibilities.
6#
發(fā)表于 2025-3-22 15:03:59 | 只看該作者
Mixing Theory,Composite materials are made up of different types of organic and inorganic substances. Their atomic equilibrium depends on various kinds of interatomic bonds creating crystalline and amorphous materials.
7#
發(fā)表于 2025-3-22 17:03:15 | 只看該作者
8#
發(fā)表于 2025-3-22 23:40:00 | 只看該作者
Non-Linear Buckling of Reinforced Composites,This chapter summarizes part of the work published by J. Puig (2001) and Puig et al. (2002), whose motivation has been the solution of this complex phenomenon within the theoretical framework described in previous chapters.
9#
發(fā)表于 2025-3-23 02:03:20 | 只看該作者
Mechanical Anisotropy,ue to the strong anisotropy of these latters. There are different reasons and degrees of importance. The composite representation by a single orthotropic material having properties of the whole set has not been satisfactory either. Therefore, the mixing theory will also be presented in this chapter.
10#
發(fā)表于 2025-3-23 09:31:47 | 只看該作者
Masonry-Homogenized Composite, López et al. (1999), Oller et. al. (2002), and its application to damage behavior (Quinteros et al.)). The procedure is different from the procedures of the classic method mentioned in the previous chapter. However, after several manipulations, it could be classified as an “average homogenization method”.
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