Local flange buckling in plate girders with corrugated webs

Proceedings of the Institution of Civil Engineers: Structures and Buildings

Volumn 122, Issue 2, 1997, Pages 148-156

  Johnson, R P ^a   Cafolla, J ^a  

^a UNIVERSITY OF WARWICK   (United Kingdom)

Author keywords

[No Author keywords available]

Indexed keywords

BENDING (DEFORMATION); BENDING STRENGTH; BUCKLING; COMPOSITE BEAMS AND GIRDERS; ELASTICITY; FINITE ELEMENT METHOD; MECHANICAL TESTING; PLATES (STRUCTURAL COMPONENTS); STEEL BEAMS AND GIRDERS; STIFFNESS; STRUCTURAL DESIGN; STRUCTURAL MEMBERS;

CORRUGATED WEBS; FLANGE BUCKLING; FLEXURAL BEHAVIOUR; PLATE GIRDERS; SLENDERNESS;

BEAMS AND GIRDERS;

EID: 0031144202     PISSN: 09650911     EISSN: None     Source Type: Journal    
DOI: 10.1680/istbu.1997.29304     Document Type: Article

References (6)

1. Design rules for plate girders with corrugated webs. Tibnor Bygg, Stockholm, Report BSAB GS 222 (in Swedish), Nov. 1974.
2. JOHNSON R. P. and CAFOLLA J. Corrugated webs in plate girders for bridges. Proc. Instn Civ. Engrs Structs & Bldgs, 1997, 123, 157-164.
3. CAFOLLA J. Corrugated webs and lateral restraints in plate girders for bridges. University of Warwick, PhD thesis, 1995.
4. JOHNSON R. P. and CAFOLLA J. Fabrication of steel bridge girders with corrugated webs. To be published, The Structural Engineer, 1997.
5. I-DEAS Master Series, Simulation module. Structural Dynamics Research Corporation Inc., Software Products Marketing Division, Inc., Milford, OH 45150, USA, 1990.
6. BRITISH STANDARDS INSTITUTION. Eurocode 3: Design of steel structures. Part 1.1. General rules and rules for buildings. BSI, London, 1993, DD ENV 1993-1-1.