H
Hua Hongxing
Researcher at Shanghai Jiao Tong University
Publications - 66
Citations - 698
Hua Hongxing is an academic researcher from Shanghai Jiao Tong University. The author has contributed to research in topics: Vibration & Stiffness. The author has an hindex of 14, co-authored 66 publications receiving 633 citations.
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Dynamic finite element method for generally laminated composite beams
TL;DR: In this paper, a dynamic finite element method for free vibration analysis of generally laminated composite beams is introduced on the basis of first-order shear deformation theory, where the influences of Poisson effect, couplings among extensional, bending and torsional deformations, shear deformations and rotary inertia are incorporated in the formulation.
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Dynamic stiffness analysis of laminated composite beams using trigonometric shear deformation theory
Li Jun,Hua Hongxing +1 more
TL;DR: In this paper, the exact dynamic stiffness matrix of a uniform laminated composite beam based on trigonometric shear deformation theory is derived, and a refined laminated beam constitutive equation is derived that takes into account the breadth direction strains.
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Coupled bending and torsional vibration of nonsymmetrical axially loaded thin-walled Bernoulli–Euler beams
TL;DR: In this article, the dynamic transfer matrix is formulated for a straight uniform and axially loaded thin-walled Bernoulli-Euler beam element whose elastic and inertia axes are not coincident by solving the governing differential equations of motion of the beam element.
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Free vibration analysis of third-order shear deformable composite beams using dynamic stiffness method
Li Jun,Li Xiaobin,Hua Hongxing +2 more
TL;DR: In this paper, a dynamic stiffness method is introduced to investigate the free vibration of laminated composite beams based on a third-order shear deformation theory which accounts for parabolic distribution of the transverse shear strain through the thickness of the beam.
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Coupled bending and torsional vibration of axially loaded Bernoulli¿Euler beams including warping effects
TL;DR: In this article, a dynamic transfer matrix method for determining natural frequencies and mode shapes of the bending-torsion coupled vibration of axially loaded thin-walled beams with monosymmetrical cross sections is developed by using a general solution of the governing differential equations of motion based on Bernoulli-Euler beam theory.