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Titlebook: Numerical Methods and Constitutive Modelling in Geomechanics; C. S. Desai,G. Gioda Book 1990 CISM Udine 1990 behavior.finite element metho

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樓主: 啞劇表演
11#
發(fā)表于 2025-3-23 13:12:04 | 只看該作者
12#
發(fā)表于 2025-3-23 16:14:11 | 只看該作者
Mechanics of Partially Saturated Porous Media,e use of general averaging principles provides the definition of averaged field variables, which allow the connection with experimental data. A finite element discretization of the governing equations is subsequently presented.
13#
發(fā)表于 2025-3-23 20:01:01 | 只看該作者
14#
發(fā)表于 2025-3-24 02:10:07 | 只看該作者
S. Sakuraiild über die geometrischen Abweichungen an Einzelteilen und deren Zusammenwirken in Baugruppen oder Produkten. Diese Problematik aus heutiger Sicht als auch zukünftig ein wichtiges Themenfeld für jedes Unternehmen, insbesondere für Produktionsbetriebe. Die Thematik der Toleranzen und Passungen in ih
15#
發(fā)表于 2025-3-24 04:31:03 | 只看該作者
Modelling and Testing: Implementation of Numerical Models and Their Application in Practice,difference procedures. With the almost unlimited power of the current and future computers, these methods can provide extremely powerful tools for analysis and design of engineering systems with complex factors that was not possible or very difficult with the use of the conventional methods, often b
16#
發(fā)表于 2025-3-24 07:11:39 | 只看該作者
Mechanics of Partially Saturated Porous Media,e use of general averaging principles provides the definition of averaged field variables, which allow the connection with experimental data. A finite element discretization of the governing equations is subsequently presented.
17#
發(fā)表于 2025-3-24 13:58:18 | 只看該作者
18#
發(fā)表于 2025-3-24 18:00:58 | 只看該作者
Implementation of Modern Constitutive Laws and Analysis of Field Problems,ible, two basic questions. Firstly, what is the nature of the ultimate or limit state of the works and, secondly, what are the likely deformations under normal loading conditions..The type of calculation to be carried out is likely to differ from project to project. In some cases it will be necessar
19#
發(fā)表于 2025-3-24 20:00:32 | 只看該作者
Numerical Modelling of Tunnels,n here are the approximations necessary for 2D analysis. The most important load cases, such as dead load or water pressure, are also illustrated. The damage tensor theory needed for realistic simulation of jointed rock is also presented. In future 3D analysis will take on increasing significance, f
20#
發(fā)表于 2025-3-25 03:11:56 | 只看該作者
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