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Titlebook: Engineering Computation of Structures: The Finite Element Method; Maria Augusta Neto,Ana Amaro,Rogério Leal Book 2015 Springer Internation

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樓主: indulge
21#
發(fā)表于 2025-3-25 05:14:00 | 只看該作者
Abbildungsfehler und optische Systeme,nates. The formulation of 3D solids elements is straightforward, because it is basically an extension of 2D solids elements. All the techniques described in 2D solids can be utilized, except that all the variables are now functions of special coordinate.
22#
發(fā)表于 2025-3-25 08:57:38 | 只看該作者
https://doi.org/10.1007/978-3-540-29893-9nstraint equations, mesh compatibility, modelling of offsets, supports and connections between elements with different mathematical bases are all covered. Advanced modelling of laminated composite materials are also presented.
23#
發(fā)表于 2025-3-25 13:42:34 | 只看該作者
24#
發(fā)表于 2025-3-25 18:00:15 | 只看該作者
25#
發(fā)表于 2025-3-25 20:34:34 | 只看該作者
26#
發(fā)表于 2025-3-26 01:13:42 | 只看該作者
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27#
發(fā)表于 2025-3-26 07:57:18 | 只看該作者
https://doi.org/10.1007/978-3-319-17710-6ADINA; FEM; Finite Element Analysis; Modal Analysis; Transient Analysis
28#
發(fā)表于 2025-3-26 10:02:20 | 只看該作者
29#
發(fā)表于 2025-3-26 15:52:28 | 只看該作者
Book 2015 well as transient analyses..Students and practitioners using commercial FEM software will find this book very helpful. It uses straightforward examples to demonstrate a complete and detailed finite element procedure, emphasizing the differences between exact and numerical procedures. .
30#
發(fā)表于 2025-3-26 17:26:00 | 只看該作者
,Heutiger Stand der Orthop?die,bars, which means that no moments are transmitted. In the presentation of this concept it will be assumed that truss elements have uniform cross-section. These concepts can be easily extended to treat bars with varying cross-section. Moreover, from the mechanical viewpoint, there is no reason to use
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