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- W993820512 abstract "In the construction of single layer domes and vaulted structures manufactured ball-node type connections are widely used. These ball-nodes deform due to the action of a three-dimensional state of stress while offering their resistance. These deformations result in a loss of connection stiffness, which influences the overall stability of these domes, and is usually ignored in the analysis. This work presents an investigation on the effect of ball-node deformations in the inelastic post-buckling behavior of domes and vaulted structures. A model for the load-deformation properties of the ball-nodes has been proposed in this study, in the lines of EC3-8. This connection flexibility model is integrated into a corotated–updated Lagrangian finite element formulation. Results for single layer domes and a braced barrel vault are presented. Although the present investigation deals with ball nodes only, the computational framework is still relevant for other type of connections of space structures, with modifications." @default.
- W993820512 created "2016-06-24" @default.
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- W993820512 date "2015-11-01" @default.
- W993820512 modified "2023-10-16" @default.
- W993820512 title "Postbuckling behavior of flexibly connected single layer steel domes" @default.
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- W993820512 doi "https://doi.org/10.1016/j.jcsr.2015.07.016" @default.
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