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Studies on CFST column to steel beam joints using endplates and long bolts under central column removal

Fu, F. ORCID: 0000-0002-9176-8159 (2022). Studies on CFST column to steel beam joints using endplates and long bolts under central column removal. Steel and Composite Structures, 42(2), pp. 161-172. doi: 10.12989/scs.2022.42.2.161

Abstract

In this paper, four specimens of CFST column joints with endplates and long bolts are tested in the scenario of progressive collapse. Flush endplate and extended endplate are both adopted in this study. The experimental results show that increasing the thickness of the endplate could improve the behavior of the joint, but delay the mobilization of catenary action. The thickness of the endplate should not be relatively thick in comparison to the diameter of the bolts, otherwise catenary action would not be mobilized or work effectively. Effective bending deformation of the endplate could help the formation and development of catenary action in the joints. The performance of flexural action in the joint would affect the formation of catenary action in the joint. Extra middle-row bolts set at the endplates and structural components set below the bottom beam flange should be used to enhance the robustness of joints. A special weld access hole between beam and endplate should be adopted to mitigate the chain damage potential of welds. It is suggested that the structural components of joints should be independent of each other to enhance the robustness of joints. Based on the component method, a formula calculating the stiffness coefficient of preloaded long bolts was proposed whose results matched well with the experimental results.

Publication Type: Article
Publisher Keywords: CFST; progressive collapse; endplate; catenary action; long bolts; component method
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
Departments: School of Mathematics, Computer Science & Engineering > Engineering
[img] Text - Accepted Version
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