Nonlinear FE analysis of longitudinally stiffened girder webs under patch loading

Journal of Constructional Steel Research

Volumn 58, Issue 9, 2002, Pages 1231-1245

  Graciano, C A ^a   Edlund, Bo ^a  

^a CHALMERS UNIVERSITY OF TECHNOLOGY   (Sweden)

Author keywords

Finite element; Longitudinal stiffener; Patch loading; Plate girders; Ultimate load

Indexed keywords

FINITE ELEMENT METHOD; FLANGES; LOADING; STIFFNESS;

PATCH LOADING;

BEAMS AND GIRDERS;

GIRDER; LOADING;

EID: 0037142399     PISSN: 0143974X     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0143-974X(01)00069-4     Document Type: Article

References (17)

1. Ultimate limit state of slender steel webs subjected to (i) constant and (ii) repeated partial edge loading
2. The buckling of longitudinally reinforced web plates loaded by a central in-plane patch load
3. Stabilité des âmes soumises á une charge concentrée et à une flexion globale
4. A contribution to the analysis of the behaviour of plate girders subjected to patch loading
5. Introduction des forces concentrées dans les poutres élancées
6. Nonlinear behaviour of longitudinally stiffened webs in combined patch loading and bending. Constructional steel design
7. Behaviour of stiffened web plates subjected to the patch load
8. Buckling of stiffened webs by local edge loads
9. The collapse behaviour of web plates on the launching shoe
10. Behavior of slender plate girders subjected to patch loading
11. Finite-element modeling of beams under concentrated loading