3D simulation of bolted connections to unstiffened columns-II. Extended endplate connections

Journal of Constructional Steel Research

Volumn 40, Issue 3, 1996, Pages 189-223

  Bahaari, Mohammed R ^a   Sherbourne, Archibald N ^b  

^a UNIVERSITY OF TEHRAN   (Iran)

^b UNIVERSITY OF WATERLOO   (Canada)

Author keywords

[No Author keywords available]

Indexed keywords

BENDING (DEFORMATION); COLUMNS (STRUCTURAL); COMPUTER SOFTWARE; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; PRESTRESSED MATERIALS; STEEL STRUCTURES; STIFFNESS; STRENGTH OF MATERIALS; STRESS CONCENTRATION; STRUCTURAL ANALYSIS; STRUCTURAL LOADS;

EXTENDED ENDPLATE CONNECTIONS; SOFTWARE PACKAGE ANSYS;

BOLTED JOINTS;

EID: 0030350760     PISSN: 0143974X     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0143-974X(96)00049-1     Document Type: Article

References (5)

1. Witteveen, J., Stark, J., Bijlaard, S. and Zoetemeijer, P., Welded and bolted beam-to-column connections. Journal of Structural Engineering, ASCE, 1982, 108(2), 433-155.
2. Ioannides, S. A.. Column flange behavior in bolted endplate moment connections. PhD thesis, Vanderbilt University, Nashville, TN, 1978.
3. Sherbourne, A. N. and Bahaari, M. R., 3D simulation of end-plate bolted connections. Journal of Structural Engineering, ASCE, 1994, 120(11), 3122-3136.
4. Sherbourne, A. N. and Bahaari, M. R., 3D simulation of bolted connections to unstiffened columns - I. T-stub connections. Journal of Constructional Steel Research, 1996, 40, 169-187.
5. Desalvo, G. J. and Gorman, R. W., ANSYS, Engineering Analysis System User's Manual for Revision 4.4, Vois I and II. Swanson Analysis System, Inc., 1989.