NUMERICAL ANALYSIS OF CONCRETE ARCH DAM AT STATIC LOADING – A CASE STUDY
Date Issued
2022
Author(s)
Stevcho Mitovski, Ljupcho Petkovski, Frosina Panovska
Abstract
The behavior of an arch dam and assessment of its structural stability during service period is of paramount importance for such structures. The numerical analysis should be carried out according to monitoring data and records thus creating loading scenarios to assess the dam behavior and specify limit values for the stresses and displacements of the dam. By such specification is obtained a range for the regular behavior of the dam. In the paper is presented the specified approach and the output results from numerical experiment of an arch dam, by application of the Finite Element Method, carried out for three loading scenarios, generated from monitoring data and records of the dam.
Subjects
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