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