| 1. |
- Collin, Peter, et al.
(författare)
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Lateral-torsional buckling of continuous bridge girders
- 1998
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Ingår i: Journal of constructional steel research. - 0143-974X .- 1873-5983. ; 45:2, s. 217-235
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Tidskriftsartikel (refereegranskat)abstract
- The resistance of bridge girders with respect to lateral-torsional buckling at support is strongly influenced by the moment gradient. In most design methods this influence is taken into account by the use of a correct critical bending moment in the slenderness parameter λ. This critical moment is influenced by the shape of the moment diagram as well as the distortion of the cross-section and the restraint from the web and stiffeners, if any. In this paper, a method for the calculation of the critical moment is presented. A further effect of the moment gradient is that the stresses due to lateral bending of the flange in connection with lateral-torsional buckling does not coincide with the maximum of stresses caused by bending in the vertical plane. This is taken into account by performing the check for lateral-torsional buckling in a design section at some distance from the support. A design procedure based on this concept has been introduced in Eurocode 3 Part 2: Steel Bridges
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| 2. |
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| 3. |
- Möller, Mikael, et al.
(författare)
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New analytical model of inelastic local flange buckling
- 1997
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Ingår i: Journal of constructional steel research. - 0143-974X .- 1873-5983. ; 43:1-3, s. 43-63
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Tidskriftsartikel (refereegranskat)abstract
- This paper deals with analytical modelling of inelastic local flange buckling of compressed I-beam flanges. A short discussion of the relevance of different constitutive models for the inelastic material behaviour is carried out. It is claimed that what is known as the `plastic buckling paradox' is not at all a paradox but a result of improper use of plasticity theory. An analytical model for the inelastic local buckling of an I-beam flange is proposed. The model considers the buckling process as being composed of two pans. The first is associated with inelastic torsional buckling of a compressed flange and the second part corresponds to a yield line plate buckling configuration which includes the effect of stress redistribution due to large deformations. The transition between these phases is left out in the model. The model is capable of predicting approximately the force-deformation relation of a locally buckling stocky flange for different stress-strain relations. The model is evaluated against experiments and the agreement is found quite reasonable.
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