Dynamic Response of a Floating Transverse Beam due to Slamming with Considering Wagner Theory

Authors

Faculty of Civil Engineering, University of Tabriz, Tabriz , Iran

10.22034/ceej.2023.56388.2256

Abstract

To study the response of the hydrodynamic forces of the passing impact, the simplest structure, which is a beam, is selected, and its pressure and response are assumed to be two-dimensional. The Euler-Bernoulli classical beam theory is used on the assumption that the natural cross-sectional area of a plate remains flat during deformation. In the two-dimensional state, the body is assumed to enter the water surface vertically, which means that the fluid flow is symmetrical. The theory of pressure-induced wedge plate vibration model is proposed using Euler beam theory assuming boundary conditions and constant loading.

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References

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Journal of Civil and Environmental Engineering
Volume 56, Issue 122 - Serial Number 122
Spring 2026
June 2026
Pages 65-72

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