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- W2601190391 abstract "Current design standards have not adopted an ultimate limit state interaction equation for rolled steel wide flange sections subject to combined torsion and flexure due to limited verification of proposed diagrams. A finite element model capable of accurately predicting the behaviour and ultimate capacity was developed and validated using the experimental results of Driver and Kennedy (1987) and Comeau (1998). The model was used in a broad parametric study to expand the current database of experimental and analytical results. An ULS interaction diagram was developed using this database of results based on the work of Driver and Kennedy (1987) and Pi and Trahair (1994b; Trahair and Pi, 1997) that was shown to be a simple and accurate means of predicting the ULS capacity of beams subject to combined torsional and flexural loads. The serviceability limit states govern over the ultimate limit state in approximately 90% of the beams investigated. ACKNOWLEDGEMENTS Funding for this project was provided by the Natural Sciences and Engineering Research Council of Canada. Thanks are extended to the Rail and Transportation Groups at UMA Engineering Ltd. in Edmonton, Alberta, for their support of the first author in the pursuit of his Master’s degree, and especially Lance Pepper who developed a figure for use in this project." @default.
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- W2601190391 date "2008-01-01" @default.
- W2601190391 modified "2023-09-23" @default.
- W2601190391 title "Limit states design approach for rolled wide flange beams subject to combined torsion and flexure" @default.
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- W2601190391 doi "https://doi.org/10.7939/r3fx7407w" @default.
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