On Bending of a Flat Slab Supported by Square-Shaped Columns and Clamped
Keyword(s):
Abstract A solution is given in this paper for the problem of bending of an infinite flat slab loaded uniformly and rigidly clamped in square-shaped columns arranged to form the square panels of the slab. The complex variable method in connection with conformal mapping is used for this aim. Although not perfectly rigorous, the solution obtained is sufficiently accurate for practical purposes and, besides, it can be improved at will. Stress diagrams traced in a particular case of column dimensions do not wholly confirm the stress distribution, generally accepted in design of flat slabs.
2019 ◽
Vol 73
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pp. 212-223
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2020 ◽
Vol 123
(1)
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pp. 1-18
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2018 ◽
Vol 2018
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pp. 1-12
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1945 ◽
Vol 184
(997)
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pp. 129-179
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Complex variable method for plane elasticity of icosahedral quasicrystals and elliptic notch problem
2008 ◽
Vol 51
(7)
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pp. 773-780
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1956 ◽
Vol 52
(3)
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pp. 584-598
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