This study investigates the free vibration behavior of a highway bridge system modeled as a prestressed axially functionally graded (AFG) tapered Euler-Bernoulli beam under simply supported - simply supported and clamped - clamped boundary conditions. The model integrates the influences of initial strain, material gradation represented by a power-law exponent, and geometric tapering specified by the taper ratio. The Galerkin approach employing orthonormal polynomials is applied to address both forward and inverse vibration issues. To ensure the credibility of the obtained results, convergence behavior is carefully examined, and comparisons are also made with existing solutions in some specific cases. The results indicate that prestressing significantly enhances the values of the fundamental frequency parameter, whereas higher vibration modes demonstrate reduced sensitivity. The inverse formulation accurately estimates the initial strain parameter from frequency data, converging effectively with a sufficient number of basis functions. Mode shape analysis shows that initial strain strongly influences the fundamental mode, whereas tapering affects all vibration modes. The findings demonstrate the effectiveness of the presented Galerkin-based approach for vibration analysis and inverse parameter identification in prestressed AFG tapered beam structures. Also, it provides valuable insights for the design and health monitoring of the highway bridge structures. Moreover, the proposed framework supports the development of safer, longer-lasting, and more sustainable infrastructure systems through optimized material usage and reduced maintenance demands.
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