Finite element modelling of plate girders with web openings

Thin-Walled Structures

Volumn 40, Issue 5, 2002, Pages 443-464

  Shanmugam, N E ^a   Lian, V T ^a   Thevendran, V ^a  

^a NATIONAL UNIVERSITY OF SINGAPORE   (Singapore)

Author keywords

Finite element method; Geometric imperfection; Non linear behaviour; Plate girders; Sender web; Web opening

Indexed keywords

DEFLECTION (STRUCTURES); FINITE ELEMENT METHOD; MATHEMATICAL MODELS; STIFFNESS; STRUCTURAL ANALYSIS; STRUCTURAL LOADS;

PLATE GIRDERS;

BEAMS AND GIRDERS;

EID: 0036568703     PISSN: 02638231     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0263-8231(02)00008-3     Document Type: Article

References (21)

1. Strength of thin plate girders with circular or rectangular web holes without web stiffeners
2. Ultimate load capacity of plate girders with webs containing circular cut-outs
3. The collapse behaviour of plate girders loaded in shear
4. A design method for prediction the collapse behaviour of plate girders
5. Equilibrium solution for predicting the strength of webs with rectangular holes
6. Strength of web containing circular cutouts
7. Design of slender webs containing circular holes
8. Elastic buckling of perforated plates under shear
9. Strength of webs with corner openings
10. Strength of slender webs having non-central holes
11. Analysis of plate girders with perforated webs
12. Distribution factors for curved I-girder bridges
13. A finite element for modelling the nonlinear behaviour of shear connectors in composite structures
14. Analysis and design of I-beams curved in plan
15. Behaviour and design of horizontally curved steel beams
16. Nonlinear analysis of steel-concrete composite beams curved in plan
17. Natural frequencies of plates with square holes when subjected to in-plane uniaxial, biaxial or shear loading
18. Natural frequencies of square plates with reinforced central holes subjected to in-plane loads