Abstract
In Memoriam of Prof. Dr. Bernt Johansson. European standard EN 1993 does not permit the design of joints made from steel with a yield stress > 460 MPa using the principles of semi-continuous/partially restrained construction, and will remain forbidden in its current revision within the scope of the CEN/2014-02 programme for the evolution of the structural Eurocodes. The findings of a comprehensive research programme on the non-linear behaviour of moment-resisting joints with components made from high-strength steel grades (yield stresses of 690 and 960 MPa) carried out at Delft University of Technology are summarized in this paper and used to reappraise these restrictions.
Original language | English |
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Pages (from-to) | 294-305 |
Number of pages | 12 |
Journal | Steel Construction |
Volume | 11 |
Issue number | 4 |
DOIs | |
Publication status | Published - 1 Nov 2018 |
Keywords
- ductility
- end plate connections
- Eurocode 3
- high strength steel
- Miscellaneous
- resistance
- rotation capacity
- Steel buildings
- stiffness
- T-stub
- web in compression
- web shear panel