Mathematical-mechanical model of WUF-B connection under monotonic load

Engineering Journal

Volumn 47, Issue 2, 2010, Pages 71-90

  Yim, Hyun Chang ^a   Krauthammer, Ted ^b  

^a Research Institute of Industrial Science and Technology (RIST)   (South Korea)

^b J Crayton Pruitt Family Department of Biomedical Engineering   (United States)

Author keywords

Finite element analysis; Mathematical modeling; Moment connections; Welded unreinforced flange bolted web connection; WUF B

Indexed keywords

BEHAVIOR CHARACTERISTIC; COMPLEX CONFIGURATION; DIFFERENT GEOMETRY; FINITE ELEMENT ANALYSIS; FRAME ANALYSIS; INDIVIDUAL COMPONENTS; MATERIAL PROPERTY; MATHEMATICAL EXPRESSIONS; MATHEMATICAL MODELING; MECHANICAL COMPONENTS; MECHANICAL MODEL; MOMENT CONNECTIONS; MONOTONIC LOAD; NONLINEAR CHARACTERISTICS; NUMERICAL SIMULATION; PROGRESSIVE COLLAPSE; STEEL FRAME;

BOLTS; FINITE ELEMENT METHOD; FLANGES; MECHANICAL PROPERTIES; THREE DIMENSIONAL; WELDING;

MATHEMATICAL MODELS;

EID: 77955070922     PISSN: 00138029     EISSN: None     Source Type: Trade Journal    
DOI: None     Document Type: Article

References (23)

1. AISC (2005), Steel Construction Manual, 13th Edition, American Institute of Steel Construction, Chicago, IL.
2. Attiogbe, E. and Morris, G. (1991), "Moment-Rotation Functions for Steel Connections," Journal of Structural Engineering, ASCE, Vol.117, pp. 1703-1717.
3. Carter, C.J. (2003), AISC Steel Design Guide 13, Stiffening of Wide-Flange Columns at Moment Connections: Wind and Seismic Applications, American Institute of Steel Construction, Chicago, IL.
4. Dassault Systems (2008), ABAQUS User Manual, Version 6.7-EF, ABAQUS.
5. Engelhardt, M.D. and Husain, A.S. (1992), "Cyclic Tests on Large Scale Steel Moment Connections," Report No. PMFSEL-92-2, Phil M. Ferguson Structural Engineering Laboratory, Department of Civil Engineering, Universtiy of Texas at Austin.
6. Engelhardt, M.D. and Sabol, T.A. (1994), "Testing of Welded Steel Moment Connections in Response to the Northridge Earthquake," Progress Report to the AISC Advisory Subcommittee on Special Moment Resisting Frame Research.
7. European Prestandard (1997), "Eurocode 3-Part 1.1 Revised Annex J: Joint in Building Frames," European Committee for Standardization (CEN), Brussels, Belgium.
8. Faella, C., Piluso, V. and Rizzano, G. (2000), Structural Steel Semi-rigid Connections-Theory, Design and Software, CRC Press.
9. FEMA (2000), "State of the Art Report on Systems Performance of Steel Moment Frames Subjected to Earthquake Ground Shaking," FEMA 355C, Prepared by the SAC Joint Venture for the Federal Emergency Management Agency, Washington, DC.
10. Ivany, M. and Baniotopoulos, C.C. (2000), "Semi-Rigid Connections in Structural Steelwork," Springer Wien New York (SPIN).
11. Kishi, N. and Chen, W.F. (1986), "Database of Steel Beamto- Column Connections," Structural Engineering Report No. CE-STR-86-126, Vol.2, School of Civil Engineering, Purdue University, West Lafayette, IN.
12. Kishi, N. (1994), "Advanced Analysis of Steel Frames," ed. Chen, W.F. and Toma, S., CRC Press.
13. Krauthammer, T., Lim, J., Choi, H. and Elfahal, M. (2004), Evaluation of Computational Approaches for Progressive Collapse and Integrated Munitions Effects Assessment, PTC-TR-002-2004, the Protective Technology Center, Pennsylvania State University, University Park, PA.
14. Krawinkler, H. (1971), "Inelastic Behavior of Steel Beamto-Column Subassemblages," Ph.D. dissertation, University of California, Berkeley, CA.
15. Lim, J.H. and Krauthammer, T. (2006), "Progressive Collapse Analyses of 2D Steel-Framed Structures with Different Connection Models," Engineering Journal, AISC, Vol.43, No.3, pp. 201-215.
16. Nethercot, D.A., (1985), "Utilizations of Experimentally Obtained Connection Data in Assessing the Performance of Steel Frames," Connection Flexibility and Steel Frames, ed. Chen, W.F., American Society of Civil Engineers, Reston, VA.
17. Richard, R.M. and Abbott, B.J. (1975), "Versatile Elastic Plastic Stress-Strain Formula," Journal of Engineering Mechanics, ASCE, Vol.101, No.4, pp. 511-515.
18. Rassati, G.A., Leon, R.T. and Noe, S. (2004), "Component Modeling of Partially Restrained Composite Joints under Cyclic and Dynamic Loading," Journal of Structural Engineering, ASCE, Vol.130, No.2, pp. 343-351.
19. Simoes da Silva, L., Santiago, A. and Real, P.V. (2002), "Post-Limit Stiffness and Ductility of End-Plate Beam to Column Steel Joints," Computers and Structures, Vol.80, No.5-6, pp. 515-531.
20. Tamboli, A.R. (1999), Handbook of Structural Steel Connection Design and Details, McGraw-Hill Companies, Inc., New York.
21. Tschemmernegg, F. (1988), "On the Nonlinear Behavior of Joints in Steel Frames," in Connections in Steel Structures: Behavior, Strength and Design, ed. R. Bjorhovde et. al., Elsevier Applied Science, London, United Kingdom, pp. 158-165.
22. Yim, H.C. and Krauthammer, T. (2009), "Load-Impulse Characterization for Steel Connection," Interntional Journal of Impact Engineering, Vol.36, No.5, pp. 737-745.
23. Uang, C.M. and Bondad, D. (1996), "Static Cyclic Testing of Pre-Northridge and Haunch Repaired Steel Moment Connections," Report No. SSRP-96/02, Division of Structural Engineering, University of California, San Diego.