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Hybrid steel plate girders subjected to patch loading

✍ Scribed by Marina Bock; Dr.-Ing. Rolando Chacón; Prof. Dr.-Ing. Enrique Mirambell; Assoc. Prof. Dr.-Ing Esther Real


Book ID
112211877
Publisher
Wiley (John Wiley & Sons)
Year
2012
Tongue
English
Weight
591 KB
Volume
5
Category
Article
ISSN
1867-0520

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📜 SIMILAR VOLUMES


Behavior of slender plate girders subjec
✍ Per Granath 📂 Article 📅 1997 🏛 Elsevier Science 🌐 English ⚖ 884 KB

The response of girders with slender webs, when subjected to concentrated load, has been investigated using nonlinear finite element analyses and comparisons with tests. The conclusions are that, for the investigated girder dimensions, the moment capacity of the flange does not influence the bearing

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In this paper results are presented from numerical simulations of a travelling patch load on the flange of I-shaped plate girders of three different dimensions. The FEM modelling aims at simulating the load case of bridge launching over multiple supports. The girders have typical bridge girder dimen