Elasto-plastic earthquake response of arch dams including fluid-structure interaction by the Lagrangian approach

Applied Mathematical Modelling

Volumn 32, Issue 11, 2008, Pages 2396-2412

  Akköse, Mehmet ^a   Adanur, Süleyman ^a   Bayraktar, Alemdar ^a   Dumanoǧlu, A Aydin ^a  

^a KARADENIZ TECHNICAL UNIVERSITY   (Turkey)

Author keywords

Arch dam; Earthquake analysis; Elasto plastic response; Fluid structure interaction; Lagrangian approach

Indexed keywords

ARCH DAMS; ARCHES; CONCRETE DAMS; EARTHQUAKES; ELASTOPLASTICITY; FINITE ELEMENT METHOD; FLOW INTERACTIONS; FLUID DYNAMICS; FLUID MECHANICS; FLUID STRUCTURE INTERACTION; FLUIDS; HYDRAULIC STRUCTURES; HYDRODYNAMICS; LAGRANGE MULTIPLIERS; PLASTICS; RIVERS; SEISMOLOGY; STRUCTURAL DYNAMICS; THREE DIMENSIONAL;

ASSOCIATED FLOW RULE; DAM BODY; DRUCKER-PRAGER MODELING; EARTHQUAKE RESPONSES; ELASTO PLASTIC; FLUID ELEMENTS; FLUID FINITE ELEMENTS; FLUID STRUCTURE INTERACTION (FSI); FLUID STRUCTURES; FORTRAN LANGUAGE; GROUND MOTIONS; HYDRODYNAMIC PRESSURES; IMPERIAL VALLEY; LAGRANGIAN; LAGRANGIAN APPROACHES; LINEAR RESPONSE (LR); SURFACE SLOSHING MOTION; THREE DIMENSIONAL (3D); YIELD FUNCTIONS;

DAMS;

EID: 47049101398     PISSN: 0307904X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.apm.2007.09.014     Document Type: Article

References (37)

1. Mackerle J. Fluid-structure interaction problems, finite element and boundary element approaches a bibliography(1995-1998). Finite Elem. Anal. Des. 31 (1999) 231-240
2. Calayi{dotless}r Y., and Dumanoǧlu A.A. Static and dynamic analysis of fluid and fluid-structure systems by the Lagrangian method. Comput. Struct. 49 4 (1993) 625-632
3. Wilson E.L., and Khalvati M. Finite elements for the dynamic analysis of fluid-solid systems. Int. J. Numer. Methods Eng. 19 (1983) 1657-1668
4. Zienkiewicz O.C., and Bettes P. Fluid-structure dynamic interaction and wave forces. An introduction to numerical treatment. Int. J. Numer. Methods Eng. 13 (1978) 1-16
5. Hamdi M.A., Ousset Y., and Verchery G. A displacement method for the analysis of vibration of coupled fluid-structure systems. Int. J. Numer. Methods Eng. 13 (1978) 139-150
6. E.J. Greeves, The investigation and calibration of a novel Lagrangian fluid finite element with particular reference to dynamic fluid-structure interaction, Report No. UBCE-EE-90-05, Department of Civil Engineering, University of Bristol, Bristol, 1990.
7. E.J. Greeves, The modelling and analysis of linear and nonlinear fluid-structure systems with particular reference to concrete dams, Ph.D. Thesis, Department of Civil Engineering, University of Bristol, 1991.
8. Calayi{dotless}r Y., Dumanoǧlu A.A., and Bayraktar A. Earthquake analysis of gravity dam-reservoir systems using the Eulerian and Lagrangian approaches. Comput. Struct. 59 5 (1996) 877-890
9. Hamdan F.H. Near-field fluid-structure interaction using Lagrangian fluid finite elements. Comput. Struct. 71 (1999) 123-141
10. M. Akköse, Materially linear and nonlinear dynamic analyses of arch dam-water-foundation systems by Lagrangian approach, Ph.D. Thesis, Karadeniz Technical University, Trabzon, Turkey, 2004 (in Turkish).
11. J.S.H. Kuo, Joint opening nonlinear mechanism: interface smeared crack model, Earthquake Engineering Research Center, Report No. UCB/EERC-82/10, University of California, Berkeley, California, 1982.
12. Hall J.F. Efficient nonlinear seismic analysis of arch dams. Earthquake Eng. Struct. Dyn. 27 (1998) 1425-1444
13. Valliappan S., Yazdchi M., and Khalili N. Seismic analysis of arch dams-a continuum damage mechanics approach. Int. J. Numer. Methods Eng. 45 (1999) 1695-1724
14. Espandar R., and Lotfi V. Comparison of non-orthogonal smeared crack and plasticity models for dynamic analysis of concrete arch dams. Comput. Struct. 81 (2003) 1461-1474
15. K.J. Bathe, E.L. Wilson, R. Iding, NONSAP: A structural analysis program for static and dynamic response of nonlinear systems, Structural Engineering and Structural Mechanics, Department of Civil Engineering, Report No. UC SESM 74-3, University of California, Berkeley, California, 1974.
16. Zienkiewicz O.C., and Taylor R.L. The Finite Element Method vol. I (1989), McGraw-Hill
17. Bathe K.J. Finite Element Procedures in Engineering Analysis (1996), Prentice-Hall, Englewood Cliffs, NJ
18. Clough R.W., and Penzien J. Dynamics of Structures. second ed. (1993), McGraw-Hill Book Company, Singapore
19. Akkaş N., Akay H.U., and Yi{dotless}lmaz C. Applicability of general-purpose finite element programs in solid-fluid interaction problems. Comput. Struct. 10 (1979) 773-783
20. Hansbo P., and Hermansson J. Nitsche's method for coupling non-matching meshes in fluid-structure vibration problems. Comput. Mech. 32 (2003) 134-139
21. Dohrmann C., Key S., and Heinstein M. A method for connecting dissimilar finite element meshes in two dimensions. Int. J. Numer. Methods Eng. 48 5 (2000) 655-678
22. Farhat C., Lesoinne M., and LeTallec P. Load and motion transfer algorithms for fluid/structure interaction problems with non-matching discrete interfaces: Momentum and energy conservation, optimal discretization and application to aeroelasticity. Comput. Methods Appl. Mech. Eng. 157 (1998) 95-114
23. Baaijens F. A fictitious domain/mortar element method for fluid-structure interaction. Int. J. Numer. Methods Fluids 35 (2001) 743-761
24. Casadci F., Gabellini E., Fotia G., Maggio F., and Quarteroni A. A mortar spectral/finite element method for complex 2d and 3d elastodynamic problems. Comput. Methods Appl. Mech. Eng. 191 (2002) 5119-5148
25. Faucher V., and Combescure A. A time and space mortar method for coupling linear modal subdomains and non-linear subdomains in explicit structural dynamics. Comput. Methods Appl. Mech. Eng. 192 (2003) 509-533
26. Park K.C., Felippa C.A., and Gumaste U.A. A localized version of the method of Lagrange multipliers and its applications. Comput. Mech. 24 (2000) 476-490
27. Park K.C., Felippa C.A., and Ohayon R. Partitioned formulation of internal fluid-structure interaction problems by localized Lagrange multipliers. Comput. Methods Appl. Mech. Eng. 190 (2001) 2989-3007
28. Park K.C., Felippa C.A., and Rebel G. A contact formulation based on localized Lagrange multipliers: formulation and application to two-dimensional problems. Int. J. Numer. Methods Eng. 54 (2002) 263-297
29. M.R. Ross, Coupling and simulation of acoustic fluid-structure interaction systems using localized Lagrange multipliers, Ph.D. Thesis, Department of Aerospace Engineering Science, University of Colorado, 2006.
30. Olson L.G., and Bathe K.J. A study of displacement-based fluid finite elements for calculating frequencies of fluid and fluid-structure systems. Nucl. Eng. Des. 76 (1983) 137-151
31. Drucker D.C., and Prager W. Soil mechanics and plastic analysis on limit design. Quart. J. Appl. Math. 10 (1952) 157-165
32. Chen W.F., and Mizuno E. Nonlinear Analysis in Soil Mechanics (1990), Elsevier Science Publishers B.V., Amsterdam, Netherlands
33. Lamb H. Hydrodynamics. sixth ed. (1975), Cambridge University Press, London
34. H.M. Westergaard, Water pressures on dams during earthquakes, ASCE, Transactions 98 Paper No. 1835 (1933) 418-433.
35. T. Karman, Water pressures on dams during earthquakes, ASCE, Transactions 98 Paper No. 1835 (1933) 434-436.
36. Chou C.P., and Pagano N.J. Elasticity (1967), D. Van Nostrand Company, USA
37. Arch Dams: A Review of British Research and Development, in: Proceedings of the Symposium Held at the Institution of Civil Engineers, 20-21 March, London, England, 1968.