X
Xiang Liu
Researcher at Central South University
Publications - 95
Citations - 1245
Xiang Liu is an academic researcher from Central South University. The author has contributed to research in topics: Engineering & Finite element method. The author has an hindex of 15, co-authored 54 publications receiving 591 citations. Previous affiliations of Xiang Liu include University of Glasgow & City University London.
Papers
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Free vibration analysis for plates with arbitrary boundary conditions using a novel spectral-dynamic stiffness method
Xiang Liu,J.R. Banerjee +1 more
TL;DR: In this paper, an exact method for free vibration analysis of plates with arbitrary boundary conditions is presented, which is achieved by integrating the spectral method into the classical dynamic stiffness method and satisfying the governing differential equation exactly.
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An exact spectral-dynamic stiffness method for free flexural vibration analysis of orthotropic composite plate assemblies – Part I: Theory
Xiang Liu,J.R. Banerjee +1 more
TL;DR: An exact spectral-dynamic stiffness method (S-DSM) for free vibration analysis of composite plates and plate assemblies has been proposed in this paper, which gives exact solutions with high computational efficiency within low as well as high frequency ranges.
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Mechanical properties of Nomex honeycomb sandwich panels under dynamic impact
TL;DR: In this article, the effects of the density of honeycomb cores, face-sheet thickness, punch diameter, and impact energy on impact loads and failure modes of Nomex honeycomb sandwich panels were explored.
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Dynamic stiffness matrix of a rectangular plate for the general case
TL;DR: In this article, the dynamic stiffness matrix of a rectangular plate is derived by solving the bi-harmonic equation and finally casting the solution in terms of the force-displacement relationship of the freely vibrating plate.
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Sensitivity and dynamic analysis of train-bridge coupled system with multiple random factors
TL;DR: In this paper, the authors proposed a new random analysis method that comprehensively considers two random sources of the train-bridge system, and the response of the system is then calculated using the point estimate method based on a two-dimensional reduction technique.