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Titlebook: Analytical or Semi-analytical Solutions of Functionally Graded Material Structures; Zheng Zhong,Guojun Nie Book 2021 Science Press and Spr

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11#
發(fā)表于 2025-3-23 12:27:28 | 只看該作者
Book 2021raded materials and structures, there is no single book that is devoted entirely to the analysis of functionally graded beams, plates?and shells using different methods, e.g.,analytical or semi-analytical methods..Filling this gap in the literature, the book offers a valuable reference resource for
12#
發(fā)表于 2025-3-23 14:29:30 | 只看該作者
13#
發(fā)表于 2025-3-23 20:32:35 | 只看該作者
https://doi.org/10.1007/978-3-642-33651-5an be used to solve different two- or three-dimensional boundary-value problems with orthotropic or isotropic functionally graded elasticity. Additionally, the governing equations expressed by the state-space method are established.
14#
發(fā)表于 2025-3-24 00:57:00 | 只看該作者
15#
發(fā)表于 2025-3-24 02:34:55 | 只看該作者
Brad T. Moore,Paolo A. G. Sivilottie analytical solutions of rectangular plates, made of isotropic FGMs, in cylindrical bending are presented in Sect.?.. This is followed by three-dimensional analytical solutions of isotropic and transversely isotropic rectangular FGM plates in Sects.?. and ., respectively. Next, three-dimensional nu
16#
發(fā)表于 2025-3-24 08:25:33 | 只看該作者
Stateless Termination Detection,olutions. Sections?. and . provide exact solutions for the axisymmetric bending of circular FGM plates, while Sects.?. and . provide semi-analytical solutions for the non-axisymmetric bending of annular FGM plates and vibration of annular sectorial FGPM plates, respectively.
17#
發(fā)表于 2025-3-24 11:19:13 | 只看該作者
18#
發(fā)表于 2025-3-24 16:33:53 | 只看該作者
19#
發(fā)表于 2025-3-24 19:44:09 | 只看該作者
Tight Space Bounds for ?-Exclusionody are introduced and the uniqueness of elasticity solutions, the principle of superposition, and the Saint–Venant’s principle in functionally graded elasticity are also discussed at the end of this chapter.
20#
發(fā)表于 2025-3-25 00:59:20 | 只看該作者
https://doi.org/10.1007/978-3-642-33651-5an be used to solve different two- or three-dimensional boundary-value problems with orthotropic or isotropic functionally graded elasticity. Additionally, the governing equations expressed by the state-space method are established.
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