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METHOD AND SYSTEM FOR FINDING NATURAL FREQUENCY AND MODE OF VIBRATION FOR STRUCTURE BY FINITE ELEMENT METHOD WHILE USING HIGHER-ORDER ELEMENT
METHOD AND SYSTEM FOR FINDING NATURAL FREQUENCY AND MODE OF VIBRATION FOR STRUCTURE BY FINITE ELEMENT METHOD WHILE USING HIGHER-ORDER ELEMENT
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机译:在使用高阶元素的同时通过有限元法确定结构的固有频率和振动模式的方法和系统
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摘要
PROBLEM TO BE SOLVED: To provide a method and a system for finite element analysis for calculating a solution with a comparatively little computational complexity or memory capacity while using a concentrated mass matrix even when a higher-order element is used.;SOLUTION: A rigid matrix and a concentrated mass matrix are generated from the analytic model of a structure by the routine procedure of a finite element method. A general peculiar value question expressed with these rigid matrix and concentrated mass matrix is converted to a standard peculiar value question Ay=λy (A is a matrix for applying a peculiar value question, λ is a peculiar value and (y) is a peculiar vector). When the concentrated mass matrix contains a negative component (namely, when the concentrated mass matrix is not a regular value matrix), a matrix T={hij} is provided by shading A according to an Arnoldi method of repetition and at such a time, however, by setting an initial vector to be a real number corresponding to a component (h), with which the component of the correspondent concentrated mass matrix is positive, or to be a pure imaginary number corresponding to a component (h), with which the component of such a matrix is negative, the matrix A is converted to a real Hessenberg matrix T. The peculiar value of the standard peculiar value question applied by this Hessenbarg matrix T is found by a QR method. The peculiar vector can be found similarly to the case that the concentrated mass matrix is the regular value matrix.;COPYRIGHT: (C)2001,JPO
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