Component method extension to steel beam-to-beam and beam-to-column knee joints under bending and axial forces

Journal of Civil Engineering and Management

Volumn 11, Issue 3, 2005, Pages 217-224

  Urbonas, Kȩstutis ^a   Daniunas, Alfonsas ^a  

^a VILNIUS GEDIMINAS TECHNICAL UNIVERSITY   (Lithuania)

Author keywords

Beam to beam joints; Beam to column knee joints; Bending and axial forces; Component method; Moment rotation curve; Semi rigid joints; Steel structures; Strength

Indexed keywords

COMPACTION; JOINTS (STRUCTURAL COMPONENTS); PLASTICITY; RIGIDITY; STRENGTH OF MATERIALS;

BEAM-TO-BEAM JOINTS; BEAM-TO-COLUMN KNEE JOINTS; BENDING AND AXIAL FORCES; COMPONENT METHODS; MOMENT ROTATION CURVE; SEMI-RIGID JOINTS;

STEEL STRUCTURES;

EID: 25444448252     PISSN: 13923730     EISSN: 13923730     Source Type: Journal    
DOI: 10.1080/13923730.2005.9636353     Document Type: Article

References (15)

1. Faella, C.; Piluso, V.; Rizzano, G. Structural steel semi-rigid connections: theory, design and software. Boca Raton: CRC Press LLC, 2000. 494 p.
2. Chen, W. F.; Goto, Y.; Liew, J. Y. R. Stability design of semi-rigid frames. John Wiley & Sons, 1996. 468 p.
3. van Keulen, D. C; Nethercot, D. A.; Snijder, H. H.; Bakker, M. C. M. Frames analysis incorporating semi-rigid joint action: Applicability of the half initial Secant stiffness approach. Journal of Constructional Steel Research, 2003, Vol 59, p. 1083-1100.
4. Jaspart, J. P. General report: session on connections. Journal of Constructional Steel Research, 2000, Vol 55, p. 69-89.
5. Hasan, R.; Kishi, N.; Chen, W.-F. A new nonlinear connections classification system. Journal of Constructional Steel Research, 1998, Vol 47, p. 119-140.
6. Wilkinson, T.; Hancock, G. J. Tests to examine plastic behaviour of knee joints in cold-formed RHS. Journal of Structural Engineering, 2000, Vol 126, No 3, p. 297-305.
7. Revised Annex J of Eurocode 3. Joints in building frames, European Prestandard ENV 1993-1-1:1992/A2;1998, CEN Brussels, Belgium.
8. Eurocode 3. Design of steel structures. Part 1.1: General Rules and Rules for Buildings, European Prestandard ENV 1993-1-1:1992, CEN Brussels, Belgium.
9. de Lima, L. R. O.; da Silva, L. S.; da S. Vellasco, P. C. G.; de Andrade, S. A. L. Experimental analysis of extended end-plate beam-to-column joints under bending and axial force. Eurosteel Coimbra, 2002, p. 1121-1130.
10. Cerfontaine, F.; Jaspart, J. P. Analytical study of the interaction between bending and axial force in bolted joints. Eurosteel Coimbra, 2002, p. 997-1006.
11. Sokol, Z.; Wald, F.; Delabre, V.; Muzeau, J. P.; Švarc, M. Design of end plate joints subject to moment and normal force. Eurosteel Coimbra, 2002, p. 1219-1228.
12. Jaspart, J. P.; Weynand, K. Extension of the component method to joints in tubular construction. In: Proceedings of the Ninth International Symposium and Euroconference on tubular structures. Düsseldorf, 2001, p. 517-523.
13. Weynand, K.; Jaspart, J. P.; Steenhuis M. The stiffness model of revised Annex J of Eurocode 3. In: Proceedings of the third international workshop on connections in steel structures behaviour, strength and design. Trento, 1995, p. 441-452.
14. Urbonas, K.; Daniūnas, A. Behaviour of steel beam-to-beam connections under bending and axial force. In: Proc. of the 8th international conference "Modern building materials, structures and techniques". Selected papers. Edited by E. K. Zavadskas, P. Vainiūnas and F. M. Mazzolani. Vilnius: Technika, 2004, p. 650-653.
15. Urbonas, K.; Daniūnas, A. Numerical tests of steel beam-to-column semi-rigid connections. Journal of Civil Engineering and Management, 2003, Vol 9, No 4, p. 292-296. ISSN 1392-3730.