Launching of steel bridge girder. Application of nonlinear shell models - Publikacja - MOST Wiedzy

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Launching of steel bridge girder. Application of nonlinear shell models

Abstrakt

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.

Krzysztof Żółtowski, Mikołaj Binczyk. (2018). Launching of steel bridge girder. Application of nonlinear shell models, 485-488.

Informacje szczegółowe

Kategoria:
Inna publikacyjna praca zbiorowa (w tym materiały konferencyjne)
Typ:
publikacja w wydawnictwie zbiorowym recenzowanym (także w materiałach konferencyjnych)
Tytuł wydania:
Shell Structures: Theory and Applications. Volume 4 strony 485 - 488
Język:
angielski
Rok wydania:
2018
Opis bibliograficzny:
Żółtowski K., Binczyk M.: Launching of steel bridge girder. Application of nonlinear shell models// Shell Structures: Theory and Applications. Volume 4/ ed. Wojciech Pietraszkiewicz, Wojciech Witkowski Londyn: CRC Press Taylor & Francis/Balkema, 2018, s.485-488

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