An analysis of the true bending strength of steel beams

Proceedings of the Institution of Civil Engineers: Structures and Buildings

Volumn 128, Issue 2, 1998, Pages 188-197

  Byfield, M P ^a   Nethercot, D A ^b  

^a CRANFIELD UNIVERSITY   (United Kingdom)

^b UNIVERSITY OF NOTTINGHAM   (United Kingdom)

Author keywords

Beams girders; Risk probability analysis; Steel structures

Indexed keywords

BENDING STRENGTH; FAILURE ANALYSIS; MECHANICAL TESTING; PLASTICITY; PROBABILITY; STRUCTURAL ANALYSIS;

FOUR POINT BENDING TESTS; MOMENT CAPACITY;

STEEL BEAMS AND GIRDERS;

EID: 0032074970     PISSN: 09650911     EISSN: None     Source Type: Journal    
DOI: 10.1680/istbu.1998.30125     Document Type: Article

References (6)

1. HASAN S. W. and HANCOCK G. J. Plastic Bending tests of Cold-formed Rectangular Hollow Sections. The University of Sydney, Australia, 1988, R586.
2. BYFIELD M. P. Steel Design and Reliability using Eurocode 3. PhD Thesis, University of Nottingham, 1996.
3. CEN. Eurocode 3: Design of Steel Structures. Part 1.1: General Rules and Rules for Buildings. British Standards Institution, Milton Keynes, 1993, ENV 1993-1-1.
4. BUREAU A. Evaluation des Coefficients Partiels de Securite pour la Verification de la Resistance en Section des Profiles Metalliques de la Gamme Unimetal. Centre Technique Industrial de la Construction Metallique, Saint-Remyles-Chevreuse, 1993, Report No. 8.009-3.
5. BRITISH STANDARDS INSTITUTION. 1990, BS EN10002-1.
6. BYFIELD M. P. and NETHERCOT D. A. A new look at partial safety factors. 4th Pacific Structural Steel Conference, Singapore (ed. N. E. Shanmugam and Y. S. Choo). Pergamon Press, Oxford, 1995, 29-40.