Abstract
In this chapter, the behaviour of girders or beams subjected to pulse load causing pure bending is presented. Girders with square cross-sections and beams with channel sections are considered. The part of multi-segment girders between two diaphragms is taken into account. The structures under analysis are made of isotropic or orthotropic material. The calculations were made with finite element method software and analytical-numerical method—the obtained results were compared.
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Kubiak, T. (2013). Girders, Beams Subjected to Pure Bending. In: Static and Dynamic Buckling of Thin-Walled Plate Structures. Springer, Heidelberg. https://doi.org/10.1007/978-3-319-00654-3_8
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DOI: https://doi.org/10.1007/978-3-319-00654-3_8
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Online ISBN: 978-3-319-00654-3
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