On a Nonlinear Problem in Axisymmetric Bending of Circular Thick Plates
Bibliographic Information
- Other Title
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- 円形厚板の軸対称非線形たわみ
- エンケイ アツイタ ノ ジク タイショウ ヒセンケイタワミ
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Abstract
In this paper, the problem of a uniformly loaded circular thick plate, clamped along the edge and resting at the center upon a smooth elastic foundation, is treated by applying E. Reissner's theory of bending of plates. The result obtained here contains the corresponding solution for the case of rigid foundation and the classical plate theory prediction in its limiting case. In order to indicate the significance of the effect of the transverse normal stress in addition to the effect of the shear deformation, the stress distribution in the plate, the force field on the constraining surface and the relation between the load and deformation are numerically obtained and compared with the results of the classical plate theory.
Journal
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- Journal of the Society of Mechanical Engineers
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Journal of the Society of Mechanical Engineers 65 (520), 753-, 1962
The Japan Society of Mechanical Engineers
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Details 詳細情報について
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- CRID
- 1390001205917749760
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- NII Article ID
- 110002351642
- 110002460985
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- NII Book ID
- AN00187419
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- ISSN
- 24242675
- 21859485
- 00290270
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- NDL BIB ID
- 9150984
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- Text Lang
- ja
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- Data Source
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- JaLC
- NDL
- Crossref
- CiNii Articles
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- Abstract License Flag
- Disallowed