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Improved design shear method of the bolted cold-formed steel clip-angle for serviceability
Abstract This paper presents an experimental investigation on the three-bolted clip-angle (CA) connector under direct shear load. A total of 48 clip-angle connection tests were carried out with 27 different clip-angle configurations by varying the thickness, width and depth of the clip-angle. The present experimental results and the data from literature indicates that the existing design methods for the service limit state design of the clip-angle are inefficient. The present investigation proposes a novel and efficient design method for the service limit state after calibration against test data, for the low-grade steel clip-angle ( to 307 MPa) from the present research work and for the higher grade steel ( to 550 MPa) from the literature data. Hence the proposed design method has wider steel grade application from to 550 MPa. Parametric studies were performed to evaluate the influence of the geometric variables on the service shear strength of the three bolted clip-angle. The proposed design method was also applied to the welded clip-angle configuration in the literature and corresponding design equations were developed. In addition, a comparative study between the present three-bolted and most recent welded clip-angle connection was conducted which indicated that the three-bolted clip-angle configuration has higher stiffness than that of the welded configuration. Reliability studies were performed and relevant design factors were determined according to the LRFD, LSD and ASD methods.
Graphical abstract Display Omitted
Highlights A novel design method is proposed for the service shear strength of three bolted clip-angle through laboratory tests. Effect of thickness, width and depth on service shear strength was investigated. Suggested design method applicable and efficient for the welded clip-angle as well. Three bolted clip-angle attains high shear strength than the welded clip-angle. Design factors were suggested for LRFD, LSD and ASD methods from reliability analysis.
Improved design shear method of the bolted cold-formed steel clip-angle for serviceability
Abstract This paper presents an experimental investigation on the three-bolted clip-angle (CA) connector under direct shear load. A total of 48 clip-angle connection tests were carried out with 27 different clip-angle configurations by varying the thickness, width and depth of the clip-angle. The present experimental results and the data from literature indicates that the existing design methods for the service limit state design of the clip-angle are inefficient. The present investigation proposes a novel and efficient design method for the service limit state after calibration against test data, for the low-grade steel clip-angle ( to 307 MPa) from the present research work and for the higher grade steel ( to 550 MPa) from the literature data. Hence the proposed design method has wider steel grade application from to 550 MPa. Parametric studies were performed to evaluate the influence of the geometric variables on the service shear strength of the three bolted clip-angle. The proposed design method was also applied to the welded clip-angle configuration in the literature and corresponding design equations were developed. In addition, a comparative study between the present three-bolted and most recent welded clip-angle connection was conducted which indicated that the three-bolted clip-angle configuration has higher stiffness than that of the welded configuration. Reliability studies were performed and relevant design factors were determined according to the LRFD, LSD and ASD methods.
Graphical abstract Display Omitted
Highlights A novel design method is proposed for the service shear strength of three bolted clip-angle through laboratory tests. Effect of thickness, width and depth on service shear strength was investigated. Suggested design method applicable and efficient for the welded clip-angle as well. Three bolted clip-angle attains high shear strength than the welded clip-angle. Design factors were suggested for LRFD, LSD and ASD methods from reliability analysis.
Improved design shear method of the bolted cold-formed steel clip-angle for serviceability
Mallepogu, Nagaraju (author) / Madhavan, Mahendrakumar (author)
Thin-Walled Structures ; 193
2023-07-01
Article (Journal)
Electronic Resource
English
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