Failure mechanism of slender girder webs with a longitudinal stiffener under patch loading

Journal of Constructional Steel Research

Volumn 59, Issue 1, 2003, Pages 27-45

  Graciano, C ^a   Edlund, B ^b  

^a LULEÅ UNIVERSITY OF TECHNOLOGY   (Sweden)

^b CHALMERS UNIVERSITY OF TECHNOLOGY   (Sweden)

Author keywords

Buckling; Failure mechanism; Longitudinal stiffeners; Patch loading; Plate girder; Ultimate strength

Indexed keywords

DEFORMATION; FLANGES; HINGES; PLASTICS;

GIRDER WEBS;

BEAMS AND GIRDERS;

GIRDER;

EID: 0037216824     PISSN: 0143974X     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0143-974X(02)00022-6     Document Type: Article

References (22)

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5. Ultimate limit state of slender steel webs subjected to (i) constant and (ii) repeated partial edge loading
6. A contribution to the analysis of the behaviour of plate girders subjected to patch loading
7. A mechanism solution for predicting the collapse loads of slender plate girders when subjected to in-plane patch loading
8. Introduction des forces concentrées dans les poutres élancées
9. Design of steel structures, part 1-5, general rules-supplementary rules for planar plated structures without transverse loading
10. Stabilité des âmes soumises à une charge concentrée et à flexion globale
11. Konzentrierte Lasteinleitung und Biegung an unversteiften schlanken Trägern
12. Strength of webs subjected to compressive edge loading
13. Steel, concrete and composite bridges