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Buckling and vibration of the two-dimensional quasicrystal cylindrical shells under axial compression
Institution:1. College of Civil Engineering, Hebei University of Engineering, Handan 056038, PR China;2. Department of Engineering Mechanics, Shijiazhuang Tiedao University, Shijiazhuang 050043, PR China;3. Department of Civil Engineering, University of Siegen, D-57068 Siegen, Germany
Abstract:In this paper, the buckling and the free vibration of the quasicrystal cylindrical shells under axial compression are investigated. Three quasi-periodicity cases of quasicrystal cylindrical shells are considered. The first-order shear displacement theory of the cylindrical shells is utilized to obtain the equations of motion and the boundary conditions. Numerical results for simply supported cylindrical shells at the two ends are calculated. The effects of the geometry, in-plane phonon and phason loads, and half-wave number of the quasicrystal cylindrical shells on both the buckling loads and the frequency are demonstrated.
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