Coupled Galerkin-DQ Approach for the Transient Analysis of Dam-Reservoir Interaction
Authors: S. A. Eftekhari
Abstract:
In this paper, a numerical algorithm using a coupled Galerkin-Differential Quadrature (DQ) method is proposed for the solution of dam-reservoir interaction problem. The governing differential equation of motion of the dam structure is discretized by the Galerkin method and the DQM is used to discretize the fluid domain. The resulting systems of ordinary differential equations are then solved by the Newmark time integration scheme. The mixed scheme combines the simplicity of the Galerkin method and high accuracy and efficiency of the DQ method. Its accuracy and efficiency are demonstrated by comparing the calculated results with those of the existing literature. It is shown that highly accurate results can be obtained using a small number of Galerkin terms and DQM sampling points. The technique presented in this investigation is general and can be used to solve various fluid-structure interaction problems.
Keywords: Dam-reservoir system, Differential quadrature method, Fluid-structure interaction, Galerkin method, Integral quadrature method.
Digital Object Identifier (DOI): doi.org/10.5281/zenodo.1091054
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[1] H. M. Westergaard, "Water pressures on dams during earthquakes,” Trans. ASCE, vol. 98, pp. 418–472, 1933.
[2] A. K. Chopra, "Hydrodynamic pressures on dams during earthquakes,” ASCE J. Eng. Mech., vol. 93, no. 6, pp. 205-223, 1967.
[3] A. T. Chwang, "Hydrodynamic pressures on sloping dam during earthquakes-Part 2: Exact theory,” J. Fluid Mech., vol. 87, pp. 343-348, 1978.
[4] P.L.-F. Liu, "Hydrodynamic pressures on rigid dams during earthquakes,” J. Fluid Mech., vol. 165, pp. 131-145, 1986.
[5] D. Maity, and S. K. Bhattacharyya, "A parametric study on fluid-structure interaction problems,” J. Sound. Vib., vol. 263, pp. 917-935, 2003.
[6] S. S. Saini, P. Bettess, and O. C. Zienkiewicz, "Coupled hydrodynamic response of concrete gravity dams using finite and infinite elements,” Earthquake Eng. Struct. Dyn., vol. 6, pp. 363–374, 1978.
[7] C. S. Tsai, and G .C. Lee, "Arch dam-fluid interactions: by FEM-BEM and substructure concept,” Int. J. Numer. Methods Eng., vol. 24, pp. 2367-2388, 1987.
[8] V. Lotfi, J.M. Roesset, and J.L. Tassoulas, "A technique for the analysis of the response of dams to earthquakes,” Earthquake Eng. Struct. Dyn., vol. 15, pp. 463–490, 1987.
[9] G.C.Lee, and C.S.Tsai, "Time domain analysis of dam-reservoir system. I: Exact solution,”ASCE J. Eng. Mech., vol. 117, pp. 1990-2006, 1991.
[10] C.S.Tsai, G.C. Lee, and R.L.Ketter, "Solution of the dam-reservoir interaction problem using a combination of FEM, BEM with particular integrals, modal analysis, and substructuring,” Eng. Anal. Bound. Elem., vol. 9, pp. 219-232, 1992.
[11] T. Touhei, and T.Ohmachi, "A FE-BE method for dynamic analysis of dam-foundation-reservoir systems in the time domain,” Earthquake Eng. Struct. Dyn.,vol. 22, no. 3, pp. 195–209, 1993.
[12] M.Ghaemian, and A.Ghobarah, "Staggered solution schemes for dam-reservoir interaction,” J. Fluids Struct., vol. 12, pp. 933-948, 1998.
[13] S. Küçükarslan, and S.B.Coşkun, "Transient dynamic analysis of dam-reservoir interaction by coupling DRBEM and FEM,”Eng. Comput., vol. 21, no. 7, pp. 692-707, 2004.
[14] M.Akköse, S. Adanur, A.Bayraktar, and A.A.Dumanoğlu, "Stochastic seismic response of Keban dam by the finite element method,” Appl. Math. Comput.,vol. 184, no. 2, pp. 704-714, 2007.
[15] S. C. Fan, and S.M.Li, "Boundary finite-element method coupling finite-element method for steady-state analysis of dam-reservoir systems,”ASCE J. Eng. Mech., vol. 134, no.2, pp. 133–142, 2008.
[16] P. M.Mohammadi, A. Noorzad, M. Rahimian, and B.Omidvar, "The Effect of interaction between reservoir and multi-layer foundation on the dynamic response of a typical arch dam (Karaj dam) to "P" and "S" waves,”Arabian J. Sci. Eng., vol. 34, no. 1B, pp. 91-106,2009.
[17] N.Bouaanani, and F.Y.Lu, "Assessment of potential-based fluid finite elements for seismic analysis of dam-reservoir systems,” Comput. Struct.,vol. 87, pp. 206–224, 2009.
[18] A.Seghir, A.Tahakourt, and G.Bonnet, "Coupling FEM and symmetric BEM for dynamic interaction of dam–reservoir systems,”Eng. Anal. Bound. Elem., vol. 33, pp. 1201–1210, 2009.
[19] M.R.Koohkan, R. Attarnejad, and M.Nasseri, "Time domain analysis of dam-reservoir interaction using coupled differential quadrature and finite difference methods,”Eng. Comput., vol. 27, no. 2, pp. 280-294, 2010.
[20] A.AftabiSani, and V.Lotfi, "Dynamic analysis of concrete arch dams by ideal-coupled modal approach,” Eng. Struct., vol. 32, pp. 1377–1383, 2010.
[21] N.Bouaanani, and C. Perrault, "Practical formulas for frequency domain analysis of earthquake-induced dam-reservoir interaction,” ASCE J. Eng. Mech., vol. 136, pp. 107–119, 2010.
[22] M.Mirzayee, N. Khaji, and M.T.Ahmadi, "A hybrid distinct element–boundary element approach for seismic analysis of cracked concrete gravity dam–reservoir systems,” Soil Dyn. Earthquake Eng., vol. 31, pp. 1347–1356, 2011.
[23] X.Wang, F. Jin, S.Prempramote, and C.Song, "Time-domain analysis of gravity dam-reservoir interaction using high-order doubly asymptotic open boundary,”Comput. Struct.,vol. 89, no. 7-8, pp. 668–680, 2011.
[24] A.Samii, and V.Lotfi, "Application of H–W boundary condition in dam–reservoir interaction problem,” Finite Elem. Anal. Des.,vol. 50, pp. 86–97, 2012.
[25] C.W.Bert, and M.Malik, "Differential quadrature method in computational mechanics: A review,” ASME Appl. Mech. Rev., vol. 49, pp. 1–28, 1996.
[26] S.M.R.Khalili, A.A.Jafari, and S.A.Eftekhari, "A mixed Ritz-DQ method for forced vibration of functionally graded beams carrying moving loads,” Compos. Struct.,vol. 92, no. 10, pp. 2497–2511,2010.
[27] A.A.Jafari, and S.A.Eftekhari, "An efficient mixed methodology for free vibration and buckling analysis of orthotropic rectangular plates,”Appl. Math. Comput., vol. 218, pp. 2670–2692,2011.
[28] S.A.Eftekhari, and A.A.Jafari, "Coupling Ritz method and triangular quadrature rule for moving mass problem,”ASME J. Appl. Mech., vol. 79, no.2, 021018, 2012.
[29] S.A. Eftekhari, and A.A. Jafari, "Vibration of an initially stressed rectangular plate due to an accelerated traveling mass,” Sci. Iran. A, vol. 19, no.5,pp. 1195–1213,2012.
[30] S.A. Eftekhari, A.A. Jafari, "Modified mixed Ritz-DQ formulation for free vibration of thick rectangular and skew plates with general boundary conditions,” Appl. Math. Model. vol. 37, pp. 7398–7426, 2013.
[31] S.A. Eftekhari, A.A. Jafari, "A simple and accurate mixed FE-DQ formulation for free vibration of rectangular and skew Mindlin plates with general boundary conditions,” Meccanica vol. 48, pp. 1139–1160, 2013.
[32] C. Shu, Differential Quadrature and Its Application in Engineering. New York: Springer-Verlag, 2000.
[33] K.J. Bathe, and E.L. Wilson, Numerical Methods in Finite Element Analysis. NJ: Prentic-Hall, Englewood Cliffs, 1976.