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- W896238608 abstract "The Bernoulli's hypothesis of plane cross sections remaining perpendicular to the deformed center line does not adequately approximate the deformation due to the torsion of a long prismatic shell (or thin-walled structure with open cross section). Due to the warping, the pure torsion gives rise to the occurrence of normal stresses in longitudinal direction. In order to simplify the analysis, a specific design model standing in between a long shell and a classical beam is introduced. The matrix force method proves to be a powerful tool for the analysis of such thin-walled members. The flexibility, transformation, and equilibrium matrices are derived. Two different techniques of matrix force method are presented in detail. Through a limiting process (when the torsional rigidity approaches zero) it is shown that the suggested procedure presents the generalization of the method used in the case of solid beam assemblages." @default.
- W896238608 created "2016-06-24" @default.
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- W896238608 date "1970-01-01" @default.
- W896238608 modified "2023-09-27" @default.
- W896238608 title "Matrix Force Analysis of Thin-Walled Structures" @default.
- W896238608 doi "https://doi.org/10.1061/jsdeag.0002463" @default.
- W896238608 hasPublicationYear "1970" @default.
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