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FEM ANALYSIS OF CORRUGATED STEEL CULVERTS UNDER STANDARDIZED HIGHWAY LOAD
Abstract
This article presents the numerical analysis results obtained with a finite element of a corrugated steel box culvert. This article also presents the analysis of the main characteristics of the backfill soil, as well as predicting the value of the material properties. The analyses the plastic soil behavior and its interaction with buried flexible structures. Among all the theories available, three different theories were selected that describe the model properly. The theories used and compared are called Mohr Coulomb, hardening soil and linear elastic theory. Comparisons of the internal forces and stresses are performed at certain parts of the culvert structure.
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