Weld Effective Lengths for Axially Loaded Transverse Plate-to-CHS Connections

被引：1

作者：

Newcomb, Benjamin R. W. ^{[1
]}

Tousignant, Kyle ^{[1
]}

机构：

[1] Dalhousie Univ, Dept Civil & Resource Engn, 1360 Barrington St, Halifax, NS B3H 4R2, Canada

来源：

JOURNAL OF STRUCTURAL ENGINEERING | 2023年 / 149卷 / 07期

基金：

加拿大自然科学与工程研究理事会;

关键词：

RHS TRUSS CONNECTIONS; RESISTANCE FACTOR; BRANCH PLATE; DESIGN; STEEL; STRENGTH;

D O I：

10.1061/JSENDH.STENG-12012

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Large-scale experimental tests were conducted to evaluate the strength of partial joint penetration (PJP) groove welds in axially loaded transverse plate-to-circular hollow section (CHS) X-connections. Six connections, comprising 12 joints, were designed to investigate the influence of branch-to-chord width ratio and chord slenderness on weld strength. Nonuniform strain distributions were observed in the branches adjacent to the joints, indicating that the welds were only partially effective. Results from the experimental tests were used to evaluate design guidance for PJP welds in the American steel design standard, AISC 360-16, and a weld effective length equation is proposed for axially loaded plate-to-CHS connections.

引用

页数：11

共 15 条

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Tousignant, Kyle
Packer, Jeffrey A.
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2017, 138 : 420 - 431
[2] Fillet weld effective lengths in CHS X-connections. I: Experimentation
Department of Civil Engineering, University of Toronto, 35 St. George Street, Toronto
ON
M5S 1A4, Canada
J. Constr. Steel Res., (420-431):
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Zapata, Luis M.
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THIN-WALLED STRUCTURES, 2017, 112 : 92 - 97
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Packer, J. A.
TUBULAR STRUCTURES XIV, 2012, : 149 - 157
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Newcomb, Benjamin R. W.
Yang, Zhiyuan
Tousignant, Kyle
PROCEEDINGS OF THE CANADIAN SOCIETY FOR CIVIL ENGINEERING ANNUAL CONFERENCE 2023, VOL 12, CSCE 2023, 2025, 506 : 37 - 51
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Zapata, Luis M.
El Aghoury, Ihab M.
Shaat, Amr
Graciano, Carlos
THIN-WALLED STRUCTURES, 2019, 141 : 73 - 84
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Tousignant, Kyle
Packer, Jeffrey A.
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2018, 141 : 77 - 90
[8] Machine learning prediction model for the axial strength of longitudinal branch plate-to-CHS T-connections
Shaat, Amr
Graciano, Carlos
Kurtoglu, Ahmet Emin
AIN SHAMS ENGINEERING JOURNAL, 2023, 14 (12)
[9] An axial semi-rigid connection model for cross-type transverse branch plate-to-CHS joints
Zhao, Bi D.
Chen, Yu
Liu, Cheng Q.
Wu, Han D.
Wang, Tao
Wei, Xiao D.
ENGINEERING STRUCTURES, 2019, 181 (413-426) : 413 - 426
[10] Weld effective lengths for rectangular HSS overlapped K-connections
Civil Engineering, University of Toronto, Toronto
ON, Canada
Eng J, 4 (259-281):

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