Answers are grounded in this paper and cite their sources.
Simplified models for thin-walled box section beam members are created and validated through crashworthiness analyses. To create the simplified models, the published collapse theories of thin-walled box section beams under axial compression and bending are reviewed and applied to simulate the structure's collapse behaviour. In this paper, a detailed straight thin-walled beam model and a detailed ȁZȁ shaped thin-walled beam model are simplified to verify the non-linear spring elements developed on the basis of the existing collapse theories. Modelling steps are illustrated in detail, and a general simplified modelling method for such beam members is summarized and presented.
No takes yet. Share an insight, caveat, or question.
Liu et al. (2006) studied this question.
Synapse has enriched 10 related papers. Consider them for comparative context: