Numerical Study on the Bending Rigidity Requirements of Longitudinal Stiffeners for Plate Girder Webs Reinforced by Two Stiffeners

Author:

Kim Byung Jun,Park Yong Myung,Seong Taek Ryong,Park Chan Hee

Funder

Ministry of Land, Infrastructure and Transport

Korea Agency for Infrastructure Technology Advancement

Publisher

Korean Society of Steel Construction

Subject

General Medicine

Reference16 articles.

1. Dubas, C. (1948) Contribution à l'étude du voilement des tôles raidies (A Contribution to the Study of Buckling of Stiffened Plates), Rapport du congrès AIPC (IVBH Kongressbericht, IABSE Congress Report), Vol.3, pp.129-136 (in French).

2. Massonnet, Ch. (1954) Essais de Voilement sur Poutres à Âme Raidle, IABSE Publications (Mémoires AIPC), International Association for Bridge and Structural Engineering, Vol.14, pp.125-186 (in French).

3. THE BUCKLING OF A PLATE GIRDER WEB UNDER PURE BENDING WHEN REINFORCED BY A SINGLE LONGITUDINAL STIFFENER.

4. Strength of Longitudinally Stiffened Plate Girders

5. Frank, K.H., and Helwig, T.A. (1995) Buckling of Webs in Unsymmetric Plate Girders, Engineering Journal, American Institute of Steel Construction, Vol.32, No.2, pp.43-53.

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