Assessment and Upgrading of Steel Bridges using Finite Element Modelling
|
|
|||||||||||
Bibliografische Angaben
| Autor(en): |
Philip Icke
Steve Rhodes |
||||
|---|---|---|---|---|---|
| Medium: | Tagungsbeitrag | ||||
| Sprache(n): | Englisch | ||||
| Tagung: | IABSE Conference: Assessment, Upgrading and Refurbishment of Infrastructures, Rotterdam, The Netherlands, 6-8 May 2013 | ||||
| Veröffentlicht in: | IABSE Conference, Rotterdam, May 2013 | ||||
|
|||||
| Seite(n): | 430-431 | ||||
| Anzahl der Seiten (im PDF): | 8 | ||||
| Jahr: | 2013 | ||||
| DOI: | 10.2749/222137813806501902 | ||||
| Abstrakt: |
This paper describes how Finite Element (FE) modelling techniques can assist in the assessment (rating) and upgrading of steel bridges of various types. Global and local modelling options are considered with reference to several projects, in particular the West Gate Bridge in Melbourne, Australia. The use of different analysis assumptions, element types, eigenvalue and nonlinear analysis functions to achieve greater load rating capacity is outlined, identifying examples of good practise and drawing on international codes and literature for recommendations. |
||||
| Stichwörter: |
Brücke Modellbildung Korrosion Knicken Bewertung nichtlinear
|
||||