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Titlebook: Buckling and Postbuckling of Beams, Plates, and Shells; M. Reza Eslami Book 2018 Springer International Publishing AG 2018 Mechanical and

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21#
發(fā)表于 2025-3-25 05:04:49 | 只看該作者
Buckling and Post-buckling of Circular/Annular Plates,g of circular and annular plates based on the classical and shear deformable theories, circular plates on elastic foundation, rotating plate under thermal loading, and the buckling and post-buckling of plates with geometric imperfection are discussed in detail and approximate closed form solutions f
22#
發(fā)表于 2025-3-25 07:30:06 | 只看該作者
23#
發(fā)表于 2025-3-25 12:56:46 | 只看該作者
2522-560X for people working or interested in areas of structural stability under mechanical and/or thermal loads. Some basic knowledge in classical mechanics and theory of elasticity is required..978-3-319-87303-9978-3-319-62368-9Series ISSN 2522-560X Series E-ISSN 2522-5618
24#
發(fā)表于 2025-3-25 15:50:48 | 只看該作者
25#
發(fā)表于 2025-3-25 21:45:39 | 只看該作者
https://doi.org/10.1007/978-1-349-81220-2re then considered and the related thermal buckling loads are obtained. Post-buckling and the geometric imperfection of rectangular plates are then followed and the chapter concludes with the discussion on the effect of material temperature dependency on the thermal critical buckling loads.
26#
發(fā)表于 2025-3-26 01:12:56 | 只看該作者
27#
發(fā)表于 2025-3-26 06:47:29 | 只看該作者
28#
發(fā)表于 2025-3-26 08:47:00 | 只看該作者
https://doi.org/10.1007/978-3-319-62368-9Mechanical and thermal buckling; Beams, curved beams, and rings; Rectangular and circular plates; Circu
29#
發(fā)表于 2025-3-26 16:17:47 | 只看該作者
978-3-319-87303-9Springer International Publishing AG 2018
30#
發(fā)表于 2025-3-26 17:07:05 | 只看該作者
https://doi.org/10.1007/978-1-349-16812-5r thermal loads, where the latter create thermal stresses due to the temperature gradient in the structure. When the applied loads result into the compressive stresses, the structural member may fail due to lack of stability. In general, three types of static stability are recognized. These are; the
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