Parametric Investigation of Cyclic Behavior of Bolt End plate Connections

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Ekhlasii Farzan; SABERI HAMID; Ahmadvand Masood; SABERI VAHID

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Journal Paper

Paper Information

Journal: JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING Year:2020 | Volume:7 | Issue:2 Page(s): 181-201

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Information Journal Paper

Title

Parametric Investigation of Cyclic Behavior of Bolt End plate Connections

Author(s)

Ekhlasii Farzan | SABERI HAMID | Ahmadvand Masood | SABERI VAHID | Issue Writer Certificate

Keywords

Cyclic behaviorQ2

Bolted connectionsQ1

End plateQ2

Continuity plateQ2

DuctilityQ2

Abstract

Precise investigation of the connections in a steel structure is important, and inaccuracy in the design and implementation of connections not only does cause failure in the connection, but also has a devastating effect on other members of the structure. Bolted End plate connections are commonly used in steel structures. There are two types of beam-to-column flange connections, four-bolt and eight-bolt. The four-bolt connection is used for low anchor values and the eight-bolt connection is used for large bending anchor values. In this study, the Cyclic behavior of the restrained beam-to-column connections with End plate under cyclic loading has been evaluated. In the calculations, all of the parameters affecting the behavior of this connection have been investigated and solutions are proposed to reach the maximum connection capacity. Since the behavior of this connection depends on several factors, two general models of beam connection to different columns with beams of 30 and 40 cm depth are considered for research purposes. The thickness of End plate, shape of End plate, thickness of the column flange, strength or material of the bolts, the necessity of using Continuity plate, stiffener and doubler plate are among the parameters considered in the analyzes. According to the results of this study, the use of a thin-walled End plate leads to local buckling of plate. The use of Continuity plate is very important and prevents local buckling in the panel zone. Also, in cases where the thickness of the column web is low, the use of a doubler plate will also be necessary. In addition, the use of a stiffener improves the flexural strength of the section.

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APA: Copy

Ekhlasii, Farzan, SABERI, HAMID, Ahmadvand, Masood, & SABERI, VAHID. (2020). Parametric Investigation of Cyclic Behavior of Bolt End plate Connections. JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING, 7(2 ), 181-201. SID. https://sid.ir/paper/401289/en

Vancouver: Copy

Ekhlasii Farzan, SABERI HAMID, Ahmadvand Masood, SABERI VAHID. Parametric Investigation of Cyclic Behavior of Bolt End plate Connections. JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING[Internet]. 2020;7(2 ):181-201. Available from: https://sid.ir/paper/401289/en

IEEE: Copy

Farzan Ekhlasii, HAMID SABERI, Masood Ahmadvand, and VAHID SABERI, “Parametric Investigation of Cyclic Behavior of Bolt End plate Connections,” JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING, vol. 7, no. 2 , pp. 181–201, 2020, [Online]. Available: https://sid.ir/paper/401289/en

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