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Titlebook: Behaviour of Granular Materials; Bernard Cambou Conference proceedings 1998 Springer-Verlag Wien 1998 Bauwesen.Civil Engineering.Materials

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發(fā)表于 2025-3-21 18:50:16 | 只看該作者 |倒序?yàn)g覽 |閱讀模式
期刊全稱Behaviour of Granular Materials
影響因子2023Bernard Cambou
視頻videohttp://file.papertrans.cn/183/182908/182908.mp4
學(xué)科分類CISM International Centre for Mechanical Sciences
圖書(shū)封面Titlebook: Behaviour of Granular Materials;  Bernard Cambou Conference proceedings 1998 Springer-Verlag Wien 1998 Bauwesen.Civil Engineering.Materials
影響因子This book presents a complete and comprehensive analysis of the behaviour of granular materials including the description of experimental results, the different ways to define the global behaviour from local phenomena at the particle scale, the various modellings which can be used for aD.E.M. analysis to solve practical problems and finally the analysis of strain localisation. The concepts developed in this book are applicable to many kinds of granular materials considered in civil, mechanical or chemical engineering.
Pindex Conference proceedings 1998
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沙發(fā)
發(fā)表于 2025-3-21 23:37:59 | 只看該作者
板凳
發(fā)表于 2025-3-22 03:14:59 | 只看該作者
地板
發(fā)表于 2025-3-22 07:45:41 | 只看該作者
,Habit # 6—Embrace but Control Change,g with composite materials. It should be stressed that we consider here only granular media where the grains form a grain skeleton. Thus, dispersions of grains within a fluid carrier are here not considered.
5#
發(fā)表于 2025-3-22 11:51:34 | 只看該作者
Then and Now: Concluding Remarks,d FEM-codes. Both opinions are not completely true and are, thus, misleading. It is very important to realize that a theory (besides serving as a tool for better FEM-simulations) helps to understand nature. C. H. . said that ‘.’. Besides of this, we have to recognize that experiments are burdened with a series of errors.
6#
發(fā)表于 2025-3-22 15:15:27 | 只看該作者
7#
發(fā)表于 2025-3-22 19:16:42 | 只看該作者
Introduction to Computational Granular Mechanics,applied his observations to analyze practical problems in geotechnical engineering. These pioneer works were later followed by photoelastic investigations [e.g., 67, 68] to visualize stresses within granular media.
8#
發(fā)表于 2025-3-22 23:57:14 | 只看該作者
Coupling: Pore Fluid-Grains Interaction,g with composite materials. It should be stressed that we consider here only granular media where the grains form a grain skeleton. Thus, dispersions of grains within a fluid carrier are here not considered.
9#
發(fā)表于 2025-3-23 01:34:23 | 只看該作者
Hypoplasticity: A Framework to Model Granular Materials,d FEM-codes. Both opinions are not completely true and are, thus, misleading. It is very important to realize that a theory (besides serving as a tool for better FEM-simulations) helps to understand nature. C. H. . said that ‘.’. Besides of this, we have to recognize that experiments are burdened with a series of errors.
10#
發(fā)表于 2025-3-23 06:21:14 | 只看該作者
Strain Localization in Granular Materials,ohr’s fundamental geometrical theory of stress analysis provided a useful tool for engineering design. Fig. 1 is taken from Mohr’s paper and is usually referred to as the graphical representation of the ‘.’ failure criterion, although in Mohr’s original paper no explicit reference to Coulomb’s work [16] is made.
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