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- W4205126478 abstract "The detection of damage in the beam structure is an essential factor of the decision-making process concerning their repair and a complete replacement. For this purpose, an upgraded technique based on the finite element approach is used in this paper for the identification of the extent of the damage for a simply supported steel beam via the frequency response function curvature (FRFC) and its position. The harm is simulated by reducing the rigidity of selected elements at a constant viscous damping ratio for different locations with 30% reduction in stiffness. The MATLAB software is modeled on three cases of damage, unity, two, and three damage locations. Based on the results, the best way to show FRFC’s value is by using the Root Mean square in both the first and third modes. The damage detection is represented by a peak in the response curve. This method can be analyzed and evaluated the beam structures and the damage by using the modifications occurred in its dynamic characteristics. The results of the study showed that the normalized curvature approach for frequency response works well for the identification damage as 100%." @default.
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- W4205126478 date "2022-01-01" @default.
- W4205126478 modified "2023-10-02" @default.
- W4205126478 title "Frequency response function curvature technique to detect damage for simply supported beam under harmonic excitation" @default.
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- W4205126478 doi "https://doi.org/10.1063/5.0066901" @default.
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