Buckling of Rectangular Plates Under Discontinuous Loading Along Boundaries
The paper deals with a problem of buckling of the elastic isotropic elastically homogeneous rectangular plates of small thickness, loaded arbitrarily along the boundaries, at the different boundary conditions assumed. The solution presented contains two stages, i.e., 1) the determination of the di...
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Format: | Article |
Language: | English |
Published: |
Institute of Fundamental Technological Research
1976-03-01
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Series: | Engineering Transactions |
Online Access: | https://et.ippt.pan.pl/index.php/et/article/view/2288 |
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