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- W656189841 abstract "UNDER the usual applications of column theory the theoretical values for loads at failure are dependent on the elasticity of the material of which the column is made, and it is assumed in this theory that the material is both homogeneous and isotropic. In the case of reinforced concrete this assumption cannot be made, so that the applicability of the usual theories is not justifiable without experimental evidence of the actual failing loads. In particular, the effect of inelastic deformations of the concrete requires to be investigated." @default.
- W656189841 created "2016-06-24" @default.
- W656189841 date "1939-10-01" @default.
- W656189841 modified "2023-09-25" @default.
- W656189841 title "Reinforced Concrete Columns" @default.
- W656189841 doi "https://doi.org/10.1038/144681b0" @default.
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