Numerical analysis of soil-steel bridge

The paper presents a numerical analysis of the soil-steel bridge in the scope of static loads. The Abaqus program based on the FEM was used to calculations. Maximum displacements were obtained in the shell crown, and the largest stresses in the haunches. Calculation results were compared with the e...

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Bibliographic Details
Main Authors: Damian Bęben, Michał Wrzeciono
Format: Article
Language:English
Published: Lublin University of Technology 2014-06-01
Series:Budownictwo i Architektura
Subjects:
Online Access:https://ph.pollub.pl/index.php/bia/article/view/1890