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- W2056579817 abstract "Abstract The present linear beam theory describes the distortional behaviour of a beam with an open cross-section. The theory accounts for cross-sectional distortion and is thus an improvement of the classic theory. The new theory has been used for an eccentrically loaded and simply-supported U-beam, where the rotation of the beam has been elastically restrained and the lateral displacement fully restrained. The theory evaluation corresponds to the results from the detailed but far more voluminous finite element calculations. The rotations and the lateral displacements in the example are reduced significantly by an increase of the rotational stiffness C e , which leads to an increase of the load-carrying capacity. The theory thus estimates a reduction of the axial stresses σ xx by 15% by the elastic restrain. The overall conclusion is that the present theory, due to its simplicity and accuracy, provides an excellent means to evaluate the distortional behaviour of a beam." @default.
- W2056579817 created "2016-06-24" @default.
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- W2056579817 date "1993-01-01" @default.
- W2056579817 modified "2023-09-27" @default.
- W2056579817 title "Linear distortional beam theory" @default.
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- W2056579817 doi "https://doi.org/10.1016/0143-974x(93)90061-v" @default.
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