Commenced in January 2007
Frequency: Monthly
Edition: International
Paper Count: 33093
New Moment Rotation Model of Single Web Angle Connections
Authors: Zhengyi Kong, Seung-Eock Kim
Abstract:
Single angle connections, which are bolted to the beam web and the column flange, are studied to investigate their moment-rotation behavior. Elastic–perfectly plastic material behavior is assumed. ABAQUS software is used to analyze the nonlinear behavior of a single angle connection. The identical geometric and material conditions with Lipson’s test are used for verifying finite element models. Since Kishi and Chen’s Power model and Lee and Moon’s Log model are accurate only for a limited range of mechanism, simpler and more accurate hyperbolic function models are proposed.Keywords: Single-web angle connections, finite element method, moment and rotation, hyperbolic function models.
Digital Object Identifier (DOI): doi.org/10.5281/zenodo.1107782
Procedia APA BibTeX Chicago EndNote Harvard JSON MLA RIS XML ISO 690 PDF Downloads 2294References:
[1] Chen, W. F., Kishi, N. Semigrid steel beam-to-column connections: data base and modeling. J. Struct.Eng.1989, 115:105-119.
[2] Sang-Sup Lee, Tae-Sup Moon. Moment–rotation model of semi-rigid connections with angles. Engineering Structure, 2002, 24: 227-237.
[3] Krishnamurthy N, Graddy DE. Correlation between 2- and 3-dimensional finite element analysis of steel bolted end-plate connections. Comput Struct 1976; 6:381–9.
[4] Krishnamurthy N, Huang HT, Jeffrey PK, Avery LK. Analytical M-f curves for end-plate connections. J Struct Div ASCE 1979; 105:133–45.
[5] Krishnamurthy N. Modeling and prediction of steel bolted connection behavior. Comput Struct 1980; 11:75–82.
[6] Patel KV, Chen WF. Nonlinear analysis of steel moment connections. J Struct Engng 1984; 110:1861–74.
[7] Jenkins WM, Tong CS, Prescott AT. Moment-transmitting endplate connections in steel construction, and a proposed basis for flush endplate design. Struct Eng 1986; 64A:121–32.
[8] Kukreti AR, Murray TM, Abolmaali A. End-plate connection moment–rotation relationship. J Construct Steel Res 1987, 8:137–57.
[9] Kukreti AR, Murray TM, Ghassemieh M. Finite element modeling of large capacity stiffened steel tee-hanger connections. Comput Struct 1989, 32:409–22.
[10] Rothert H, Gebbeken N, Binder B. Non-linear three-dimensional finite element contact analysis of bolted connections in steel frames. Int J Num Meth Engng 1992, 34:303–18.
[11] Ziomek D, Tomana A, Waszczyszyn Z. Finite element modeling of end plate connection versus experimental results. In: Colson A, editor. Proceedings of semi-rigid behavior of civil engineering structural connections—COST C1, Strasbourg, 1992:433–42.
[12] Bahaari MR, Sherbourne AN. Computer modelling of an extended end-plate bolted connection. Comput Struct 1994, 52:879–93.
[13] Sherbourne AN, Bahaari MR. 3D simulation of end-plate bolted connections. J Struct Engng 1994, 120:3122–36.
[14] Gebbeken N, Rothert H, Binder B. On the numerical analysis of endplate connections. J Construct Steel Res 1994, 30:177–96.
[15] Bursi OS, Jaspart JP. Benchmarks for finite element modeling of bolted steel connections. J Construct Steel Res 1997, 42:17–42.
[16] Bursi OS, Jaspart JP. Calibration of a finite element model for isolated bolted end-plate steel connections. J Construct Steel Res 1997, 42:225–62.
[17] Yanglin Gong. Single-angle all-bolted shear connection. J. Const. Steel Res. 2009, England, 1337-1345.
[18] Lipson, S. L. (1968). "Single-angle and single-plate beam framing connections." Proc, Canadian Structural Engineering Conf., Toronto, Ontario, 141-162.
[19] Liu X. S., Chen, X. G. A new model for bolted-angle connections. Steel Construction, 2006, 21:44-50 (In Chinese).
[20] Liu X. S., Chen, X. G. A new design model for web-angle connections. Industrial Construction, 2007, 37:619-623 (In Chinese).