Abstract
The transfer stiffness coefficient method is applied to a thin plate structure which is constructed by combining a number of rectangular plate elements in series. Each plate elements is equally divided into some rectangular fundamental elements, and is reconstructed by connecting the fundamental elements according to parallel and series transmission rules. In this process, the inner degrees of freedom of the plate element are completely eliminated by an efficient internal computation rule. An algorithm based on the present method is formulated for in-plain and bending free vibration analyses of a flat plate structure. The validity of the present algorithm concerning the computation efficiency, the computational accuracy and the memory requirement is confirmed by comparing the numerical computational results obtained by the transfer stiffness coefficient method with those obtained by applying the finite element method.
| Original language | English |
|---|---|
| Pages (from-to) | 2119-2126 |
| Number of pages | 8 |
| Journal | Nihon Kikai Gakkai Ronbunshu, C Hen/Transactions of the Japan Society of Mechanical Engineers, Part C |
| Volume | 71 |
| Issue number | 7 |
| Publication status | Published - Jul 1 2005 |
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All Science Journal Classification (ASJC) codes
- Mechanics of Materials
- Mechanical Engineering
- Industrial and Manufacturing Engineering
Cite this
Free vibration analysis of a thin plate structure in series by the transfer stiffness coefficient method. / Bonkobara, Yasuhiro; Kondou, Takahiro; Ayabe, Takashi.
In: Nihon Kikai Gakkai Ronbunshu, C Hen/Transactions of the Japan Society of Mechanical Engineers, Part C, Vol. 71, No. 7, 01.07.2005, p. 2119-2126.Research output: Contribution to journal › Article
}
TY - JOUR
T1 - Free vibration analysis of a thin plate structure in series by the transfer stiffness coefficient method
AU - Bonkobara, Yasuhiro
AU - Kondou, Takahiro
AU - Ayabe, Takashi
PY - 2005/7/1
Y1 - 2005/7/1
N2 - The transfer stiffness coefficient method is applied to a thin plate structure which is constructed by combining a number of rectangular plate elements in series. Each plate elements is equally divided into some rectangular fundamental elements, and is reconstructed by connecting the fundamental elements according to parallel and series transmission rules. In this process, the inner degrees of freedom of the plate element are completely eliminated by an efficient internal computation rule. An algorithm based on the present method is formulated for in-plain and bending free vibration analyses of a flat plate structure. The validity of the present algorithm concerning the computation efficiency, the computational accuracy and the memory requirement is confirmed by comparing the numerical computational results obtained by the transfer stiffness coefficient method with those obtained by applying the finite element method.
AB - The transfer stiffness coefficient method is applied to a thin plate structure which is constructed by combining a number of rectangular plate elements in series. Each plate elements is equally divided into some rectangular fundamental elements, and is reconstructed by connecting the fundamental elements according to parallel and series transmission rules. In this process, the inner degrees of freedom of the plate element are completely eliminated by an efficient internal computation rule. An algorithm based on the present method is formulated for in-plain and bending free vibration analyses of a flat plate structure. The validity of the present algorithm concerning the computation efficiency, the computational accuracy and the memory requirement is confirmed by comparing the numerical computational results obtained by the transfer stiffness coefficient method with those obtained by applying the finite element method.
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UR - http://www.scopus.com/inward/citedby.url?scp=25144435327&partnerID=8YFLogxK
M3 - Article
AN - SCOPUS:25144435327
VL - 71
SP - 2119
EP - 2126
JO - Nippon Kikai Gakkai Ronbunshu, C Hen/Transactions of the Japan Society of Mechanical Engineers, Part C
JF - Nippon Kikai Gakkai Ronbunshu, C Hen/Transactions of the Japan Society of Mechanical Engineers, Part C
SN - 0387-5024
IS - 7
ER -