A special reinforcing technique to improve resistance of beam-to-tubular column connections for progressive collapse prevention. (15th June 2016)

• Record Type: Journal Article
• Authors: Qin, Xi; Wang, Wei; Chen, Yiyi; Bao, Yihai
• Is Part Of: Engineering structures. Volume 117(2016:Jun. 15)
• Page Start: 26
• Page End: 39
• Publication Date: 2016-06-15
• Subjects: Steel structures -- Progressive collapse -- Through diaphragm connections -- Connection detailing -- Structural robustness; Structural engineering -- Periodicals; Structural analysis (Engineering) -- Periodicals; Construction, Technique de la -- Périodiques; Génie parasismique -- Périodiques; Pression du vent -- Périodiques; Earthquake engineering; Structural engineering; Wind-pressure; Periodicals; 624.105
• DOI: 10.1016/j.engstruct.2016.03.012
• Languages: English
• ISSNs: 0141-0296

Abstract

Highlights: Two beam-to-tubular column connections were tested in a column removal scenario. Computational simulations of the tests were carried out using detailed FE models. Special reinforcing technique make bottom flange to transfer force after weld failure. The reinforced WUF-B connections provide greater vertical resistance. Abstract: This paper presents a research on two types of beam-to-tubular column connections for progressive collapse prevention. Two specimens, each comprising a central column stub and half of the beam span on both sides, were constructed to represent these two types of connections. One specimen (ST-WB), had a conventional welded flange-bolted web connection, and the other (ST-WBR), which was modified by a special reinforcing technique based on the connection detail of ST-WB, had a reinforced welded flange-bolted web connection. The specimens were subjected to a monotonically increasing vertical displacement of the central column to observe their behaviors under a central-column-removal scenario. Computational simulations of the tests were carried out using detailed finite element models. The analyses provided insights into the behaviors and failure modes of the connections, including their capacities to carry the tensile forces that developed in the beams. Both the experimental and computational results demonstrate that the reinforced welded flange-bolted web connection can make the bottom flange continue to transfer force effectively after the weld failure, which is beneficial to the continuous development of axial tensile forces in the beams. As a result, the assembly with the reinforced welded flange-bolted web connection can provide a greater vertical resistance under a column removal scenario. Based on above observations, the reinforced welded flange-bolted web connection is proved to have a better performance in terms of strength and deformability than the conventional welded flange-bolted web connection, and the special reinforcing technique can be used to enhance structural robustness for progressive collapse prevention.