Development and validation of a numerical model for buckling of coped beams

J. Maljaars, J.W.B. Stark, H.M.G.M. Steenbergen, R. Abspoel

Onderzoeksoutput: Bijdrage aan tijdschriftTijdschriftartikelAcademicpeer review

7 Citaten (Scopus)
1 Downloads (Pure)

Samenvatting

The lateral torsional buckling resistance of a beam depends on the support conditions. In structures for buildings, coped beams are often used. A numerical model is developed to investigate the influence of copes on the lateral buckling resistance. The model was verified with laboratory tests. This paper describes the background of the numerical model, the test program and the results of the validation. In a companion paper [Maljaars J, Stark JWB, Steenbergen HMGM, Abspoel R. Lateral–torsional buckling resistance of coped beams. Journal of Constructional Steel Research 2005;61(11):1559–75], the results of a parameter study are presented.
Originele taal-2Engels
Pagina's (van-tot)1576-1593
Aantal pagina's18
TijdschriftJournal of Constructional Steel Research
Volume61
Nummer van het tijdschrift11
DOI's
StatusGepubliceerd - 2005

Vingerafdruk

Duik in de onderzoeksthema's van 'Development and validation of a numerical model for buckling of coped beams'. Samen vormen ze een unieke vingerafdruk.

Citeer dit