Search
Abstract
The paper describes the final technology of launching the steel bridge superstructure. The original technology failed in the first construction stage. Local damage of steel webs caused by plastic buckling stopped the procedure. In the effect of damage a new consulting team was employed to solve the problem and redesign a technology of constructing. The key element of the new solution was developed with great help of non-linear shell FEM model of a span. The paper presents construction methods, applied theoretical analysis and a number of conclusions resulting from the collected experience.
Citations
-
0
CrossRef
-
0
Web of Science
-
0
Scopus
Cite as
Full text
full text is not available in portal
Keywords
Details
- Category:
- Monographic publication
- Type:
- rozdział, artykuł w książce - dziele zbiorowym /podręczniku w języku o zasięgu międzynarodowym
- Title of issue:
- Shell Structures: Theory and Applications. Volume 4 strony 485 - 488
- Language:
- English
- Publication year:
- 2018
- Bibliographic description:
- Żółtowski K., Binczyk M.: Launching of steel bridge girder. Application of nonlinear shell models// Shell Structures: Theory and Applications, vol.4/ ed. Wojciech Pietraszkiewicz, Wojciech Witkowski Londyn: CRC Press Taylor & Francis/Balkema, 2018, s.485-488
- DOI:
- Digital Object Identifier (open in new tab) 10.1201/9781315166605-112
- Verified by:
- Gdańsk University of Technology
seen 180 times
Recommended for you
The roadway bridge over Vistula River in Plock - design and construction.
- N. Hajdin,
- B. Stipanić,
- J. Krawczyk
- + 1 authors
2004
Pounding mitigation of a short-span cable-stayed bridge using a new hybrid passive control system
- A. Tabrizikahou,
- A. Javanmardi,
- H. Mohammad-Sedighi
- + 4 authors
2022