Behaviour of flush endplate connections to concrete filled tubular columns with blind bolts

Jingfeng Wang; Lin-Hai Han; Brian Uy; Xingang Zhou; Lin-Hai Han; Sing-Ping Chiew

Behaviour of flush endplate connections to concrete filled tubular columns with blind bolts

Jingfeng Wang, Lin-Hai Han, Brian Uy, Xingang Zhou, Lin-Hai Han, Sing-Ping Chiew

Research output: Chapter in Book / Conference Paper › Conference Paper

Abstract

![CDATA[This paper presents a novel bolted moment connection for circular or square concrete-filled steel tube column and H-shape steel beams using high-strength blind bolts. In order to investigate the performance and failure modes of the blind bolted connection, an experimental program was conducted involving four sub-assemblages of cruciform beam-to-column joints subjected to monotonic loading. Moment-rotation relationships of the tested connections were obtained and their performance was evaluated in terms of their stiffness, moment capacities and ductility. The test parameters varied were the column section type and the thickness of the endplate. The results show that the proposed blind bolted connection, which is semi-rigid and partial strength, has reasonable strength, stiffness and ductility and can be a reliable and effective solution to moment-resisting composite frame structures.]]

Original language	English
Title of host publication	Proceedings of the 9th International Conference on Steel, Space & Composite Structures, 10-12 October, Yantai, China, 14-15 October 2007, Beijing, China
Publisher	CI-Premier
Number of pages	7
ISBN (Print)	9789810575890
Publication status	Published - 2007
Event	International Conference on Steel, Space and Composite Structures - Duration: 18 May 2011 → …

Conference

Conference	International Conference on Steel, Space and Composite Structures
Period	18/05/11 → …

Keywords

concrete-filled tubes
strains and stresses
columns, iron and steel
plates, iron and steel
bolted joints
ductility

Cite this

@inproceedings{0f7cd2c35d854ec89a8c05671da7c276,

title = "Behaviour of flush endplate connections to concrete filled tubular columns with blind bolts",

abstract = "![CDATA[This paper presents a novel bolted moment connection for circular or square concrete-filled steel tube column and H-shape steel beams using high-strength blind bolts. In order to investigate the performance and failure modes of the blind bolted connection, an experimental program was conducted involving four sub-assemblages of cruciform beam-to-column joints subjected to monotonic loading. Moment-rotation relationships of the tested connections were obtained and their performance was evaluated in terms of their stiffness, moment capacities and ductility. The test parameters varied were the column section type and the thickness of the endplate. The results show that the proposed blind bolted connection, which is semi-rigid and partial strength, has reasonable strength, stiffness and ductility and can be a reliable and effective solution to moment-resisting composite frame structures.]]",

keywords = "concrete-filled tubes, strains and stresses, columns, iron and steel, plates, iron and steel, bolted joints, ductility",

author = "Jingfeng Wang and Lin-Hai Han and Brian Uy and Xingang Zhou and Lin-Hai Han and Sing-Ping Chiew",

year = "2007",

language = "English",

isbn = "9789810575890",

booktitle = "Proceedings of the 9th International Conference on Steel, Space & Composite Structures, 10-12 October, Yantai, China, 14-15 October 2007, Beijing, China",

publisher = "CI-Premier",

note = "International Conference on Steel, Space and Composite Structures ; Conference date: 18-05-2011",

}

Wang, J, Han, L-H, Uy, B, Zhou, X, Han, L-H & Chiew, S-P 2007, Behaviour of flush endplate connections to concrete filled tubular columns with blind bolts. in Proceedings of the 9th International Conference on Steel, Space & Composite Structures, 10-12 October, Yantai, China, 14-15 October 2007, Beijing, China. CI-Premier, International Conference on Steel, Space and Composite Structures, 18/05/11.

Behaviour of flush endplate connections to concrete filled tubular columns with blind bolts. / Wang, Jingfeng; Han, Lin-Hai; Uy, Brian et al.
Proceedings of the 9th International Conference on Steel, Space & Composite Structures, 10-12 October, Yantai, China, 14-15 October 2007, Beijing, China. CI-Premier, 2007.

Research output: Chapter in Book / Conference Paper › Conference Paper

TY - GEN

T1 - Behaviour of flush endplate connections to concrete filled tubular columns with blind bolts

AU - Wang, Jingfeng

AU - Han, Lin-Hai

AU - Uy, Brian

AU - Zhou, Xingang

AU - Han, Lin-Hai

AU - Chiew, Sing-Ping

PY - 2007

Y1 - 2007

N2 - ![CDATA[This paper presents a novel bolted moment connection for circular or square concrete-filled steel tube column and H-shape steel beams using high-strength blind bolts. In order to investigate the performance and failure modes of the blind bolted connection, an experimental program was conducted involving four sub-assemblages of cruciform beam-to-column joints subjected to monotonic loading. Moment-rotation relationships of the tested connections were obtained and their performance was evaluated in terms of their stiffness, moment capacities and ductility. The test parameters varied were the column section type and the thickness of the endplate. The results show that the proposed blind bolted connection, which is semi-rigid and partial strength, has reasonable strength, stiffness and ductility and can be a reliable and effective solution to moment-resisting composite frame structures.]]

AB - ![CDATA[This paper presents a novel bolted moment connection for circular or square concrete-filled steel tube column and H-shape steel beams using high-strength blind bolts. In order to investigate the performance and failure modes of the blind bolted connection, an experimental program was conducted involving four sub-assemblages of cruciform beam-to-column joints subjected to monotonic loading. Moment-rotation relationships of the tested connections were obtained and their performance was evaluated in terms of their stiffness, moment capacities and ductility. The test parameters varied were the column section type and the thickness of the endplate. The results show that the proposed blind bolted connection, which is semi-rigid and partial strength, has reasonable strength, stiffness and ductility and can be a reliable and effective solution to moment-resisting composite frame structures.]]

KW - concrete-filled tubes

KW - strains and stresses

KW - columns, iron and steel

KW - plates, iron and steel

KW - bolted joints

KW - ductility

UR - http://handle.uws.edu.au:8081/1959.7/45140

M3 - Conference Paper

SN - 9789810575890

BT - Proceedings of the 9th International Conference on Steel, Space & Composite Structures, 10-12 October, Yantai, China, 14-15 October 2007, Beijing, China

PB - CI-Premier

T2 - International Conference on Steel, Space and Composite Structures

Y2 - 18 May 2011

ER -

Behaviour of flush endplate connections to concrete filled tubular columns with blind bolts

Abstract

Conference

Keywords

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