Sep 2026· International Journal of Structural Stability and Dynamics· 0 citations
Abstract
The U-shaped stiffened plates are widely used in construction, machinery, ships and other fields. It will inevitably lead to structural vibration problems due to its various loads in engineering applications. The aim of this study is to establish a semi-analytical model for evaluating the vibration characteristics of U-shaped stiffened plates. To begin with, the energy expressions of the plate are derived by incorporating the domain decomposition approach, artificial spring method and shear deformation plate theory. It is assumed that the plate and stiffener are rigidly connected in this study. Kinematic admissible functions are constructed via superposition of characteristic orthogonal polynomials and trigonometric series. Subsequent implementation of the Rayleigh-Ritz variational principle enables systematic resolution of vibrational behaviors, while validation studies demonstrate exceptional consistency with benchmark solutions from FEM simulations. Ultimately, the influence of the characteristic parameters such as the number and size of the stiffeners, the structural parameters of the plate on the dynamic behavior is investigated.
A unified modeling framework is presented in this work to predict the free vibration and loss factor characteristics of damping sandwich rotational plates. The formulation starts from the first-order shear deformation theory, where the zigzag hypothesis and interlayer displacement continuity are combined to couple the...
Understanding the impact of novel gradient materials on the dynamic performance of aerospace thin-walled structures is crucial. This study develops a semi-analytical framework for the free and forced vibration analysis of axially functionally graded graphene platelet-reinforced composite (AFG-GPLRC) spherical shells in...
Da-Wei Gu, Bai-Song Pan, Zhuo Xu et al.· International Journal of Str...· 0 citations
This study investigates the free-vibration behavior of sandwich plates with hollow tetrahedral truss cores and evaluates the capability of an equivalent-continuum model to predict their global natural frequencies. An integrated analytical, numerical, and experimental methodology was adopted. A shear-deformable plate fo...
Alexis León-Real-Flores, R. Yáñez-Valdez· Journal of Vibration Enginee...· 0 citations
Modular steel construction offers significant advantages in fabrication efficiency, installation speed, and structural adaptability; however, the performance of inter-module connections remains a critical concern, particularly under lateral loading conditions. This study aimed to evaluate the mechanical behavior and st...
Restu Muhammad Farhan, Ahmad Nur Husin, Muhammad Sigit Darmawan· Journal of social research· 0 citations
The paper presents a solution to the vibration protection problem for building elements subjected polyharmonic dynamic vibrations.
Purpose:
The objective of this work is to develop a calculation method of the system parameters of multi-mass dynamic vibration dampers, which is refined compared to the previous...
V. Sebeshev, N. A. Lyuft· Vestnik Tomskogo gosudarstve...· 0 citations
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