TY - JOUR
T1 - Development and validation of a numerical model for buckling of coped beams
AU - Maljaars, J.
AU - Stark, J.W.B.
AU - Steenbergen, H.M.G.M.
AU - Abspoel, R.
PY - 2005
Y1 - 2005
N2 - 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.
AB - 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.
U2 - 10.1016/j.jcsr.2005.04.001
DO - 10.1016/j.jcsr.2005.04.001
M3 - Article
SN - 0143-974X
VL - 61
SP - 1576
EP - 1593
JO - Journal of Constructional Steel Research
JF - Journal of Constructional Steel Research
IS - 11
ER -