CLC number: TU34
On-line Access: 2024-08-27
Received: 2023-10-17
Revision Accepted: 2024-05-08
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PU Jun-ping, ZHENG Jian-jun. Structural dynamic responses analysis applying differential quadrature method[J]. Journal of Zhejiang University Science A, 2006, 7(11): 1831-1838.
@article{title="Structural dynamic responses analysis applying differential quadrature method",
author="PU Jun-ping, ZHENG Jian-jun",
journal="Journal of Zhejiang University Science A",
volume="7",
number="11",
pages="1831-1838",
year="2006",
publisher="Zhejiang University Press & Springer",
doi="10.1631/jzus.2006.A1831"
}
%0 Journal Article
%T Structural dynamic responses analysis applying differential quadrature method
%A PU Jun-ping
%A ZHENG Jian-jun
%J Journal of Zhejiang University SCIENCE A
%V 7
%N 11
%P 1831-1838
%@ 1673-565X
%D 2006
%I Zhejiang University Press & Springer
%DOI 10.1631/jzus.2006.A1831
TY - JOUR
T1 - Structural dynamic responses analysis applying differential quadrature method
A1 - PU Jun-ping
A1 - ZHENG Jian-jun
J0 - Journal of Zhejiang University Science A
VL - 7
IS - 11
SP - 1831
EP - 1838
%@ 1673-565X
Y1 - 2006
PB - Zhejiang University Press & Springer
ER -
DOI - 10.1631/jzus.2006.A1831
Abstract: Unconditionally stable higher-order accurate time step integration algorithms based on the differential quadrature method (DQM) for second-order initial value problems were applied and the quadrature rules of DQM, computing of the weighting coefficients and choices of sampling grid points were discussed. Some numerical examples dealing with the heat transfer problem, the second-order differential equation of imposed vibration of linear single-degree-of-freedom systems and double-degree-of-freedom systems, the nonlinear move differential equation and a beam forced by a changing load were computed, respectively. The results indicated that the algorithm can produce highly accurate solutions with minimal time consumption, and that the system total energy can remain conservative in the numerical computation.
[1] Bellman, R., Casti, J., 1971. Differential quadrature and long-term integration. Journal of Mathematical Analysis and Applications, 34(2):235-238.
[2] Bellman, R., Kashef, B.G., Casti, J., 1972. Differential quadrature: a technique for the rapid solution of nonlinear partial differential equations. Journal of Computational Physics, 10(1):40-52.
[3] Bert, C.W., Malik, M., 1996. Differential quadrature method in computational mechanics: a review. Applied Mechanics Reviews, 49(1):1-28.
[4] Bert, C.W., Jang, S.K., Striz, A.G., 1988. Two new approximate methods for analyzing free vibration of structural components. AIAA Journal, 26(5):612-618.
[5] Bert, C.W., Jang, S.K., Striz, A.G., 1989. Nonlinear bending analysis of orthotropic rectangular plates by the method of differential quadrature. Computational Mechanics, 5(2-3):217-226.
[6] Bert, C.W., Jang, S.K., Striz, A.G., 1993. Differential quadrature for static and free vibration analysis of anisotropic plates. Int. J. Solids and Structures, 30(13):1737-1744.
[7] Chen, W.L., Striz, A.G., Bert, C.W., 1997. A new approach to the differential quadrature method for forth-order equations. International Journal for Numerical Methods in Engineering, 40(11):1941-1956.
[8] Fung, T.C., 2001a. Solving initial value problems by differential quadrature method—Part 1: first-order equations. International Journal for Numerical Methods in Engineering, 50(6):1411-1427.
[9] Fung, T.C., 2001b. Solving initial value problems by differential quadrature method—Part 2: second-and higher-order equations. International Journal for Numerical Methods in Engineering, 50(6):1429-1454.
[10] Fung, T.C., 2003a. Imposition of boundary conditions by modifying the weighting coefficient matrices in the differential quadrature method. International Journal for Numerical Methods in Engineering, 56(3):405-432.
[11] Fung, T.C., 2003b. Generalized Lagrange functions and weighting coefficient formulae for the harmonic differential quadrature method. International Journal for Numerical Methods in Engineering, 57(3):415-440.
[12] Jang, S.K., Bert, C.W., Striz, A.G., 1989. Application of differential quadrature to static analysis of structural components. International Journal for Numerical Methods in Engineering, 28(3):561-577.
[13] Karami, G., Malekzadeh, P., Mohebpour, S.R., 2006. DQM free vibration analysis of moderately thick symmetric laminated plates with elastically restrained edges. Composite Structures, 74(1):115-125.
[14] Kuhl, D., Crisfield, M.A., 1999. Energy-conserving and decaying algorithms in non-linear structural dynamics. International Journal for Numerical Methods in Engineering, 45(5):569-599.
[15] Malekzadeh, P., 2005. Free vibration analysis of variable thickness thin and moderately thick plates with elastically restrained edges by DQM. Thin-Walled Structures, 43(7):1037-1050.
[16] Malik, M., Civan, F., 1995. Comparative study of differential quadrature and cubature methods vis-a-vis some conventional techniques in context of convection-diffusion-reaction problems. Chemical Engineering Science, 50(3):531-547.
[17] Malik, M., Bert, C.W., 1996. Implementing multiple boundary conditions in the DQ solution of higher-order PDE’s: application to free vibration of plates. International Journal for Numerical Methods in Engineering, 39(7):1237-1258.
[18] Pu, J.P., 2004. Numerical Analysis for Structural Dynamic Responses Using a Highly Accurate Differential Quadrature Method. In: Yao, Z.H., Yuan, M.W., Zhong, W.X. (Eds.), Computational Mechanics, WCCM VI in Conjunction with APCOM’04. Tsinghua University and Springer Press, Beijing, China, p.78.
[19] Shu, C., Du, H., 1997. Generalized approach for implementing general boundary conditions in the GDQ free vibration analysis of plates. International Journal of Solids and Structures, 34(7):837-846.
[20] Wang, X., Gu, H., 1997. Static analysis of frame structures by the differential quadrature element method. International Journal for Numerical Methods in Engineering, 40(4):759-772.
[21] Wang, X., Bert, C.W., Striz, A.G., 1993. Differential quadrature analysis of deflection, buckling, and vibration of beams and rectangular plates. Computers & Structures, 48(3):473-479.
[22] Wang, X., Wang, Y., Zhou, Y., 2004. Application of a new differential quadrature element method to free vibrational analysis of beams and frame structures. Journal of Sound and Vibration, 269(3-5):1133-1141.
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