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Steel and Composite Structures Volume 44, Number 3, August10 2022 , pages 437-450 DOI: https://doi.org/10.12989/scs.2022.44.3.437 |
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Study on the progressive collapse resistance of CP-FBSP connections in LCFST frame structure |
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Qingqing Xiong, Wenbo Wu, Wang Zhang, Zhihua Chen, Hongbo Liu and Tiancheng Su
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| Abstract | ||
| When the vertical load-bearing members in high-rise structures fail locally, the beam-column joints play an important role in the redistribution of the internal forces. In this paper, a static laboratory test of three full-scale flush flange beam-reinforced connections with side and cover plates (CP-FBSP connection) with double half-span steel beams and single Lshaped columns composed of concrete-filled steel tubes (L-CFST columns) was conducted. The influence of the side plate width and cover plate thickness on the progressive collapse resistance of the substructure was thoroughly analyzed. The failure mode, vertical force-displacement curves, strain variation, reaction force of the pin support and development of internal force in the section with the assumed plastic hinge were discussed. Then, through the verified finite element model, the corresponding analyses of the thickness and length of the side plates, the connecting length between the steel beam flange and cover plate, and the vertical-force eccentricity were carried out. The results show that the failure of all the specimens occurred through the cracking of the beam flange or the cover plate, and the beam chord rotations measured by the test were all greater than 0.085 rad. Increasing the length, thickness and width of the side plates slightly reduced the progressive collapse resistance of the substructures. The vertical-force eccentricity along the beam length reduced the progressive collapse resistance of the substructure. An increase in the connecting length between the beam flange and cover plate can significantly improve the progressive collapse resistance of substructures. | ||
| Key Words | ||
| flush flange beam-reinforced connection; L-CFST column; progressive collapse; static test; FE analysis | ||
| Address | ||
| Qingqing Xiong:1)Key Laboratory of Roads and Railway Engineering Safety Control (Shijiazhuang Tiedao University), Ministry of Education, Hebei Province, China 2)School of Civil Engineering, Shijiazhuang Tiedao University, Shijiazhuang, Hebei Province, China 3)Department of Civil Engineering, Tianjin University, Tianjin, China Wenbo Wu:School of Civil Engineering, Shijiazhuang Tiedao University, Shijiazhuang, Hebei Province, China Wang Zhang:1)Key Laboratory of Roads and Railway Engineering Safety Control (Shijiazhuang Tiedao University), Ministry of Education, Hebei Province, China 2)School of Civil Engineering, Shijiazhuang Tiedao University, Shijiazhuang, Hebei Province, China 3)Department of Civil Engineering, Tianjin University, Tianjin, China Zhihua Chen:Department of Civil Engineering, Tianjin University, Tianjin, China Hongbo Liu:Dali Construction Group Corporation Limited, Hangzhou, Hebei Province, China Tiancheng Su: | ||