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Civil-Comp Proceedings
ISSN 1759-3433
CCP: 79
PROCEEDINGS OF THE SEVENTH INTERNATIONAL CONFERENCE ON COMPUTATIONAL STRUCTURES TECHNOLOGY
Edited by: B.H.V. Topping and C.A. Mota Soares
Paper 116

Differential Quadrature, Generalized Methods, Related Discrete Element Analysis Methods and EDQ Based Time Integration Method for Composite Structural Problems

C.N. Chen

Department of Systems and Naval Mechatronic Engineering, National Cheng Kung University, Tainan, Taiwan

Full Bibliographic Reference for this paper
C.N. Chen, "Differential Quadrature, Generalized Methods, Related Discrete Element Analysis Methods and EDQ Based Time Integration Method for Composite Structural Problems", in B.H.V. Topping, C.A. Mota Soares, (Editors), "Proceedings of the Seventh International Conference on Computational Structures Technology", Civil-Comp Press, Stirlingshire, UK, Paper 116, 2004. doi:10.4203/ccp.79.116
Keywords: differential quadrature, extended differential quadrature, differential quadrature element method, differential quadrature finite difference method, time-element by time-element method, stages by stages method.

Summary
The author has generalized and extended DQ method which results in obtaining the generic differential quadrature (GDQ) method and the extended differential quadrature (EDQ) method. The weighting coe.cients for a grid model having an arbitrary configuration defined by a coordinate system having arbitrary dimensions can also be generated. A certain order derivative or partial derivative of the variable function with respect to the coordinate variables at a discrete point, which might not be a node, is expressed as the weighted linear sum of the values of function and/or its possible derivatives or partial derivatives at all nodes. The time variable can also be a coordinate variable. Consequently, not only the spacial discretization but also the temporal discretization can be carried out by using GDQ and EDQ. Time integration algorithms by using these techniques for transient analyses have also been developed.

The author has also used DQ, GDQ and EDQ to develop the discrete element analysis methods differential quadrature element method (DQEM), generalized differential quadrature element method (GDQEM), differential quadrature finite difference method (DQFDM) and differential quadrature finite element method (DQFEM) for solving a generic, linear or nonlinear, steady-state or transient, composite structural problem having an arbitrary domain configuration. In this paper, numerical procedures for calculating various weighting coe.cients and generating weighting coe.cients of EDQ by using the DQ weighting coefficients are summarized and presented. Numerical results of some sample problems solved by using the developed numerical methods are also presented.

References
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C.N. Chen, "Extended GDQ and Related Discrete Element Analysis Methods for Transient O.shore Mechanics and Engineering Problems", Proceedings of the 21th International Conference on O.shore Mechanics and Arctic Engineering, ASME, 2002, Oslo, NORWAY, Paper No. OMAE2002-28484, in CD-ROM.
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C.N. Chen, "Dynamic Response of Timoshenko Beam Structures Solved by DQEM Using EDQ", International Journal of Nonlinear Sciences and Numerical Simulation, 4, 251-263, 2003.
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13
C.N. Chen, "Differential Quadrature Finite Difference Method for Structural Mechanics Problems", Communications in Numerical Methods in Engineering, 17, 423-441, 2001. doi:10.1002/cnm.418

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