Dynamical analysis of a thin-walled rectangular plate with preload force

Wu, Qiong; Gao, Hanjun; Zhang, Yidu; Chen, Long

doi:10.21595/jve.2017.18330

Cited by 8 publications

(1 citation statement)

References 25 publications

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“…In case the plates also are reinforced with stiffeners, paper [15] provides an overview for the buckling and free vibration analysis. Wu et al [16] investigated the case of rectangular plates subjected to preloads. The vibrational properties of the structures can also be investigated by numerical and experimental modal analysis with dynamic loads.…”

Section: Introductionmentioning

confidence: 99%

Modal Analysis of Optimized Trapezoidal Stiffened Plates under Lateral Pressure and Uniaxial Compression

Virág

Szirbik

2021

Applied Mechanics

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This paper deals with the modal analysis of optimized trapezoidal stiffened plates with simple supported conditions on the four edges of the base plate. The main objective of the finite element analysis is to investigate the natural frequencies and mode shapes of some stiffened structures subjected to lateral pressure and uniaxial compression in order to identify any potentially dangerous frequencies and eliminate the failure possibilities. The natural frequencies and mode shapes are important parameters in the design of stiffened plates for dynamic loading conditions. In this study, the numerical analysis is performed for such a design of this kind of welded plates which have already been optimized for lateral pressure and uniaxial compression. The objective function of the optimization to be minimized performed with the Excel Solver program is the cost function which contains material and fabrication costs for Gas Metal Arc Welding (GMAW) welding technology. In this study, the eigenvalue extraction used to calculate the natural frequencies and mode shapes is based on the Lanczos iteration methods using the Abaqus software. The structure is made of two grades of steel, which are described with different yield stress while all other material properties of the steels in the isotropic elastic model remain the same. Drawing the conclusion from finite element analysis, this circumstance greatly affects the result.

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Section: Introductionmentioning

confidence: 99%