Refined Three-Dimensional Finite Element Model for End-Plate Connection
Publication: Journal of Structural Engineering
Volume 122, Issue 11
Abstract
A finite element methodology is employed in the investigation of the behavioral characteristics of the end-plate connections. In order for the actual behavior to be simulated correctly and effectively, a three-dimensional (3D) model is established with nonconforming 3D elements. The elastoplastic nonconforming solid elements with variable nodes are used for the effective and economic 3D finite element modeling and analysis. The effect of bolt pretensioning and the shapes of the bolt shank, head, and nut are taken into consideration in the modeling. A simple yet efficient contact algorithm with a new gap element is employed to simulate the interaction between the end plate and column flange. The prototype end-plate connection is analyzed with the refined 3D finite element model and is verified by comparison with results from one particular test.
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References
1.
“ADINA—A finite element program for automatic dynamic incremental nonlinear analysis.”Rep. AE 84-1, ADINA Engineering.
2.
Agerskov, H.(1977). “Analysis of bolted connections subject to prying.”J. Struct. Div., ASCE, 103(1), 2145–2163.
3.
Beall, R. P. (1980). “Testing and evaluation of thin splice-plate connections,” M.S. thesis, Vanderbilt Univ., Nashville, Tenn.
4.
Chasten, C. P., Lu, L. W., and Driscoll, G. C.(1992). “Prying and shear in end-plate connection design.”J. Struct. Engrg., ASCE, 118(5), 1295–1311.
5.
Choi, C. K., and Chung, G. T. (1994). “Analytical approach to the behavior of end-plate connection.”J. the Architectural Inst. of Korea, 10(11), 291–297 (in Korean).
6.
Choi, C. K., and Chung, G. T.(1995). “Elasto-plastic nonconforming solid element with variable nodes.”Struct. Engrg. and Mech., 3(4), 325–340.
7.
Choi, C. K., and Lee, N. H.(1993). “Three-dimensional transition solid elements for mesh gradation.”Struct. Engrg. and Mech., 1(1), 61–74.
8.
Kato, B., and McGuire, W.(1973). “Analysis of T-stub flange-to-column connections.”J. Struct. Div., ASCE, 99(5), 865–888.
9.
Krishnamurthy, N., and Graddy, D. E.(1976). “Correlation between 2and 3-dimensional finite element analysis of steel bolted end-plate connections.”Comp. & Struct., 6, 381–389.
10.
Krishnamurthy, N.(1978). “A fresh look at bolted end-plate behavior and design.”Engrg. J., AISC, 15(2), 39–49.
11.
Krishnamurthy, N., Huang, H. T., Jeffrey, P. K., and Avery, L. K.(1979). “Analytical M-Θ curves for end-plate connections.”J. Struct. Div., ASCE, 105(1), 133–145.
12.
Kukreti, A. R., Murray, T. M., and Abolmaali, A. (1987). “End-plate connection moment-rotation relationship.”Joint flexibility in steel frames, W. F. Chen, ed., Elsevier Applied Science, London and New York, N.Y., 137–157.
13.
Mann, A. P., and Morris, L. J.(1979). “Limit design of extended end-plate connections.”J. Struct. Div., ASCE, 105(3), 511–526.
14.
Manual of steel construction, 8th Ed. (1980). American Institute of Steel Construction, Chicago, Ill.
15.
Murray, T. M., and Kukreti, A. R. (1988). “Design of 8-bolt stiffened moment end plates.”Engrg. J., AISC, 2nd Quarter, 45–53.
16.
Owen, D. R. J., and Hinton, E. (1980). Finite elements in plasticity: theory and practice . Pineridge Press Limited, Swansea, U.K.
17.
Sherbourne, A. N., and Bahaari, M. R.(1994). “3D simulation of end-plate connections.”J. Struct. Engrg., ASCE, 120(11), 3122–3136.
18.
Tarpy, T. S., and Cardinal, J. W. (1981). “Behavior of semi-rigid beam-to-column end plate connections.”Proc., Conf. on Joints in struct. steelwork, J. H. Howlett, W. M. Jenkins, and R. Stainsby, eds., Halsted Press, London, 2.3–2.25.
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Information
Published In
Journal of Structural Engineering
Volume 122 • Issue 11 • November 1996
Pages: 1307 - 1316
Copyright
Copyright © 1996 American Society of Civil Engineers.
History
Published online: Nov 1, 1996
Published in print: Nov 1996
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