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New matrix method for response analysis of circumferentially stiffened non-circular cylindrical shells under harmonic pressure
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作者 邹时智 黄玉盈 +1 位作者 何锃 向宇 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI 2007年第10期1397-1405,共9页
Based on the governing equation of vibration of a kind of cylindrical shells written in a matrix differential equation of the first order, a new matrix method is presented for steady-state vibration analysis of a nonc... Based on the governing equation of vibration of a kind of cylindrical shells written in a matrix differential equation of the first order, a new matrix method is presented for steady-state vibration analysis of a noncircular cylindrical shell simply sup- ported at two ends and circumferentially stiffened by rings under harmonic pressure. Its difference from the existing works by Yamada and Irie is that the matrix differential equation is solved by using the extended homogeneous capacity precision integration' approach other than the Runge-Kutta-Gill integration method. The transfer matrix can easily be determined by a high precision integration scheme. In addition, besides the normal interacting forces, which were commonly adopted by researchers earlier, the tangential interacting forces between the cylindrical shell and the rings are considered at the same time by means of the Dirac-δ function. The effects of the exciting frequencies on displacements and stresses responses have been investigated. Numerical results show that the proposed method is more efficient than the aforementioned method. 展开更多
关键词 circumferentially stiffened noncircular cylindrical shell extended homogeneous capacity precision integration method harmonic vibration semianalytical method
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