Paper Contents
Abstract
This research presents a comprehensive study on the evaluation of bridge load-carrying capacity through numerical modeling and experimental validation. Utilizing static and dynamic testing techniques, the study aims to understand the structural performance of reinforced concrete bridges. Finite Element Modelling (FEM) was conducted using ANSYS and MIDAS Civil software, while experimental investigations included static load tests and dynamic assessments via impact hammers and ambient vibration tests. The results reveal that dynamic testing complements static evaluations by uncovering hidden deficiencies and delivering a more realistic appraisal of bridge health. The integration of both techniques provides a holistic method for infrastructure assessment, crucial for aging structures and maintenance prioritization.
Copyright
Copyright © 2025 Tripti. This is an open access article distributed under the Creative Commons Attribution License.
