Finite Elements in Analysis and Design 31 (1999) 231—240

Fluid—structure interaction problems, finite element and boundaryelement approaches

A bibliography (1995—1998)

Jaroslav MackerleLinko( ping Institute of Technology, Department of Mechanical Engineering, S-581 83 Linko( ping, Sweden

Abstract

This bibliography contains references to papers, conference proceedings and theses/dissertations dealing with finiteelement and boundary element analyses of fluid—structure interaction problems that were published in1995—1998. ( 1999 Elsevier Science B.V. All rights reserved.

1. Introduction

This bibliography provides a list of references on finite element and boundary element methodsapplied to the analysis of fluid—structure interaction problems. General solution techniques as wellas problem-specific applications are included. The entries have been retrieved from the author’sdatabase, MAKEBASE. They are grouped into two main sections:

— finite elements— boundary elements

The references have been published in scientific journals, conference proceedings, andtheses/disserations between 1995—1998. Some previously published reviews and books on the finiteelement and boundary element analysis of fluid—structure interaction problems in general can befound in entries [148—157] of the Finite element methods section and in [46—49] of the Boundaryelement methods section of this bibliography, respectively. The references are sorted in eachcategory alphabetically according to the first author’s name.

The main topics include: 2D and 3D fluid—structure interaction, stationary and transient, linearand nonlinear; solid-fluid interaction; fluid—structure interaction under cavitation condition;far-field fluid—structure interaction; coupled structure-acoustic-fluid problems; soil—fluid—structureinteraction; fluid—particle interaction; aero-elastic simulations; compressible and incompress-ible fluid-structure vibrations; wave-structure coupling; fluid—structural instability; blast loading

0168-874X/99/$ — see front matter ( 1999 Elsevier Science B.V. All rights reservedPII: S 0 1 6 8 - 8 7 4 X ( 9 8 ) 0 0 0 6 5 - 1

conditions; underwater explosion; sloshing problems; earthquake analysis; added masses anddamping; spectral problems; finite element library; mesh generation and updating; parallel ap-proaches.

The main applications to: pipes and tubes; tube bundles; non-rigid pipelines; submarine pipe-lines; rectangular tanks; cylindrical tanks; conical tanks; worm tanks; moving tanks; waste storagetanks; submerged structures; naval applications; offshore structures; tension leg platforms; flexiblecylinders in waves; floating structures; ship—water interaction; orthotropic and anisotropic opencylindrical shells; sandwich plates in contact with water; gravity dams; arch dams; undergroundpower plants; fuel rods in water reactors; submerged turbomachinery wheels; centrifugal impellers;water filled pressure vessels; propeller aircraft cabine; hydraulic power systems; lubricated contacts;bio-fluid mechanics.

2. Bibliography

Finite element methods

Papers in journals/conference proceedings and theses

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[2] M. Alvelid, Nonlinear fluid-structure interaction in propeller aircraft cabins, J. Vibr. Acoust., ASME 119 (3) (1997)363—373.

[3] A. Anju et al., 2-D fluid-structure interaction problems by an arbitrary Lagrangian—Eulerian finite elementmethod, Int. J. Comput. Fluid Dyn. 8 (1) (1997) 1—10.

[4] K. Baba et al., Simple method for fluid-structure interaction analysis under cavitation condition, J. Press. Vess.Tech., ASME 120 (1) (1998) 29—34.

[5] S.S. Babu, S.K. Bhattacharyya, Finite element analysis of fluid-structure interaction effect on liquid retainingstructures due to sloshing, Comput. Struct. 59 (6) (1996) 1165—1171.

[6] D.D. Barker et al., Analysis of water filled pressure vessels subjected to blast loads, 1997 ASME Press. Vess. PipingConf. PVP 351, ASME, 1997, pp. 87—98.

[7] M.L. Baron, R. Daddazio, Underwater explosions, in: W. Pilkey (Ed.), Shock Vib. Comp. Prog., SAVIAC, 1995,pp. 1—27.

[8] K.J. Bathe et al., A mixed displacement-based finite element formulation for acoustic fluid-structure interaction,Comput. Struct. 56 (2/3) (1995) 225—237.

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[10] O.O. Bendiksen, Fluid-structure requirements for time-accurate aeroelastic simulations, ASME Int. Mech. Eng.Cong. Expo. AD 53-3, ASME, 1997, pp. 89—104.

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[12] A. Bermudez et al., Finite element solution of incompressible fluid-structure vibration problems, Int. J. Numer.Meth. Eng. 40 (8) (1997) 1435—1448.

[13] A. Bermudez et al., Finite element analysis of compressible and incompressible fluid—solid systems, Math.Comput. 67 (221) (1998) 111—136.

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[15] S.S. Bhattacharjee, P. Leger, Fracture response of gravity dams due to rise of reservoir elevation, J. Struct. Eng.ASCE 121 (9) (1995) 1298—1305.

232 J. Mackerle /Finite Elements in Analysis and Design 31 (1999) 231—240

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European J. Mech., A/Solids 16 (1) (1997) 165—182.[28] X. Du et al., Dynamic response analysis of high arch dam-water-foundation system, 11th Conf. Eng. Mech., Fort

Lauderdale, FL, ASCE, 1996, pp. 987—988.[29] G. Dubini, A. Redaelli, Mesh updating in fluid-structure interactions in biomechanics: an iterative method based

on an uncoupled approach, Ann. Biomed. Eng. 25 (1) (1997) 218—231.[30] G. Dubini et al., Fluid-structure interaction problems in bio-fluid mechanics: a numerical study of the motion of

an isolated particle freely suspended in channel, Med. Eng. Phys. 17 (8) (1995) 609—617.[31] A.S. Duggal, J.M. Niedzwecki, Dynamic response of a single flexible cylinder in waves, J. Offshore Mech. Arctic

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(1) (1996) 17—44.[33] C.T. Dyka, R.P. Ingel, Transient fluid-structure interaction in naval applications using the retarded potential

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ASME Press. Vess. Piping Conf. PVP 355, ASME, 1997, pp. 75—79.[35] F.L. Eisinger et al., Numerical simulation of cross-flow-induced fluidelastic vibration of tube arrays and compari-

son with experimental results, J. Press. Vess. Tech., ASME 117 (1) (1995) 31—39.[36] A.A. El Damatty et al., Stability of elevated liquid-filled conical tanks under seismic loading, Part I — Theory,

Earthquake Eng. Struct. Dyn. 26 (12) (1997) 1191—1208.[37] A.A. El Damatty et al., Stability of elevated liquid-filled conical tanks under seismic loading, Part II — Applica-

tions, Earthquake Eng. Struct. Dyn. 26 (12) (1997) 1209—1229.[38] G.C. Everstine, Finite element formulations of structural acoustics problems, Comput. Struc. 65 (3) (1997)

307—321.[39] S. Finnveden, Spectral finite element analysis of the vibration of straight fluid filled pipes with flanges, J. Sound

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J. Mackerle /Finite Elements in Analysis and Design 31 (1999) 231—240 233

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[58] J. Horacek et al., Vibration analysis of cylindrical shells in contact with an annular fluid region, Eng. Struct. 17 (10)(1995) 714—724.

[59] J. Horacek et al., Natural vibration of a cylindrical shell containing water in a coaxial annular gap, StrojnickyCasopis 48 (5) (1997) 351—362.

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[61] T. Ichikawa, I. Hagiwara, Component mode synthesis method for large-scale coupled structure-acoustic-fluidinteraction problem, Trans. Jpn. Soc. Mech. Eng. Ser. C 61 (587) (1995) 2718—2724.

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[66] T.X. Jing et al., Mixed finite element substructure-subdomain methods for the dynamical analysis of coupledfluid-solid interaction problems, Philos. Trans. Roy. Soc. London A 1705 (1996) 259—295.

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Mech. Eng. Cong. Expo. AD 53-1, ASME, 1997, pp. 403—410.

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Boundary element methods

Papers in journals/conference proceedings and theses

[1] K. Abe, S. Sakuraba, Boundary element optimization for sloshing analysis, in: R.C. Ertekin et al. (Eds.), BoundaryElem. Tech. XI, CMP, 1996, pp. 247—256.

[2] F. Berot, B. Peseux, Dynamic behavior of submerged shells of revolution: coupling of a ring finite element anda ring boundary element, 1997 ASME Press. Vess. Piping Conf. PVP 355, ASME, 1997, pp. 261—270.

[3] P.C. Chen, I. Jadic, Interfacing of fluid and structural models via innovative structural boundary element method,AIAA J. 36 (2) (1998) 282—287.

[4] J.P. Coyette, A generalized boundary element method model for fluid-structure interaction modelling, in: M.H.Aliabadi (Ed.), Bound. Elem. Tech. X, CMP, 1995, pp. 185—191.

[5] F. De la Iglesia et al., Effects of the surrounding fluid on the dynamic characteristics of rectangular plates, Mach.Vib. 5 (1) (1996) 52—61.

[6] X. Du et al., Dynamic response analysis of high arch dam-water-foundation system, Proc. Eng. Mech., FortLauderdale, FL, ASCE, 1996, pp. 987—988.

[7] C.T. Dyka et al., Stabilizing the retarded potential method for transient fluid-structure interaction problems, Int. J.Numer. Meth. Eng. 40 (20) (1997) 3767—3783.

[8] A.A. El Damatty et al., Stability of elevated liquid-filled conical tanks under seismic loading. Part I: Theory,Earthquake Eng. Struct. Dyn. 26 (12) (1997) 1191—1208.

[9] A.A. El Damatty et al., Stability of elevated liquid-filled conical tanks under seismic loading Part II: Applications,Earthquake Eng. Struct. Dyn. 26 (12) (1997) 1209—1229.

[10] R. Endo et al., Experimental modal analysis by harmonic sweep excitation on unit linked floating models, 6th Int.Offshore Polar Eng. Conf., Los Angeles, 1996, pp. 341—348.

238 J. Mackerle /Finite Elements in Analysis and Design 31 (1999) 231—240

[11] Z.X. Feng, Z.X. Li, A Lagrangian model for time-dependent sloshing in an arbitary container using boundaryelement methods, Chinese J. Numer. Meth. Appl. 17 (1) (1995) 48—55.

[12] J.A. Giordano, G.H. Koopmann, State space boundary element—finite element coupling for fluid-structure interac-tion analysis, J. Acoust. Soc. Am. 98 (1) (1995) 363—372.

[13] A.G. Gorshkov, N.I. Drobyshevskii, Application of the BEM to the problem of the body penetration into fluid,Mech. Solids 30 (6) (1995) 88—92.

[14] C. Haack, Multiple connected floating structures in free surface flow, ZAMM 76 (S4) (1996) 477—480.[15] A. Hopf et al., Analysis of complex fluid-structure interaction problems using a triangular boundary element for the

fluid dynamics, in: M.H. Aliabadi (Ed.), Bound. Elem. Tech. X, CMP, 1995, pp. 177—184.[16] G.C. Hsiao, Applications of boundary element methods to problems in mechanics, ZAMM 76 (S2) (1996) 265—268.[17] Y. Huang et al., A time domain boundary element method for water—solid impact analysis, Acta. Mech. Solida

Sinica 8 (4) (1995) 337—348.[18] J. Jiang, M.D. Olson, Non-linear transient analysis of submerged circular plates subjected to underwater ex-

plosions, Comput. Meth. Appl. Mech. Eng. 134 (1/2) (1996) 163—179.[19] I. Kaljevic, D.A. Saravanos, Steady-state response of acoustic cavities bounded by piezoelectric composite shell

structures, J. Sound Vib. 204 (3) (1997) 459—476.[20] A. Karafiat, On an error estimation for the boundary element method applied to a fluid-structure interaction

problem, ZAMM 76 (S2) (1996) 567—568.[21] D.J. Kim, M.H. Kim, Wave-current interaction with a large three-dimensional body by THOBEM, J. Ship Res. 41

(4) (1997) 273—285.[22] H.M. Koh et al., Fluid-structure interaction analysis of 3-D rectangular tanks by a variationally coupled

BEM-FEM and comparison with test results, Earthquake Eng. Struct. Dyn. 27 (2) (1998) 109—124.[23] J. Kwan et al., Dynamic response of rectangular flexible fluid containers, J. Eng. Mech. ASCE 122 (9) (1996)

807—817.[24] K. Latz et al., Dynamic interaction analysis of liquid storage tanks, 10th Europ. Conf. Earthq. Eng., Vienna,

Balkema, 1995, pp. 2179—2184.[25] V. Mallardo, M.H. Aliabadi, Acoustic scattering in fluid—solid problems: an inverse boundary element method

formulation, 2nd Int. Conf. Comp. Acoust. Envir. Appl., Acquasparta, CMP, 1997, pp. 3—12.[26] V. Mallardo, M.H. Aliabadi, A BEM sensitivity and shape identification analysis for acoustic scattering in

fluid—solid problems, Int. J. Numer. Meth. Eng. 41 (8) (1998) 1527—1541.[27] M.D. McCollum, C.M. Siders, Modal analysis of a structure in a compressible fluid using a finite element boundary

element approach, J. Acoust. Soc. Am. 99 (4) (1996) 1949—1957.[28] G.V. Mysore et al. Dynamic analysis of single-anchor inflatable dams, J. Sound Vib. 215 (2) (1998) 251—272.[29] T. Nakayama, Boundary element method applied to the analysis of shallow liquid sloshing in moving tanks, JSME

Int. J. Ser. C 39 (4) (1996) 800—807.[30] H. Nelisse et al., Fluid-structure coupling for an unbaffled elastic panel immersed in a diffuse field, J. Sound Vib. 198

(4) (1996) 485—506.[31] J.L. Ortiz, A.A. Barhorst, On modeling fluid-structure interaction, 35th Aerospace Sci. Meet. Exhib., Reno, AIAA,

1997, pap. 0785.[32] J.L. Ortiz, A.A. Barhorst, Large-displacement non-linear sloshing in 2-D circular rigid containers — prescribed

motion of the container, Int. J. Numer. Meth. Eng. 41 (2) (1998) 195—210.[33] J.L. Ortiz et al., Flexible multibody systems — fluid interaction, Int. J. Numer. Meth. Eng. 41 (3) (1998) 409—433.[34] B. Padmanabhan, R.C. Ertekin, Interaction of waves with floating structures with intake/discharge flow, in: R.C.

Ertekin et al. (Eds.), Boundary Elem. Tech. XI, CMP, 1996, pp. 31—40.[35] C. Pozrikidis, Finite deformation of liquid capsules enclosed by elastic membranes in simple shear flow, J. Fluid

Mech. 297 (1995) 123—152.[36] C. Rajakumar, A. Ali, Boundary element-finite element coupled eigenanalysis of fluid-structure systems, Int. J.

Numer. Meth. Eng. 39 (10) (1996) 1625—1634.[37] V.J. Romero, M.S. Ingberg, A numerical model for 2-D sloshing of pseudoviscous liquids in horizon-

tally accelerated rectangular containers, in: C.A. Brebbia et al. (Eds.), Boundary Elem. XVII, CMP, 1995,pp. 567—584.

J. Mackerle /Finite Elements in Analysis and Design 31 (1999) 231—240 239

[38] S. Shenoy et al., Boundary element solutions to wave scattering by surface irregularities on a fluid—solid interface,in: C.A. Brebbia et al. (Eds.), Boundary Elements XVII, CMP, 1995, pp. 505—512.

[39] H. Tan, A.K. Chopra, Earthquake analysis of arch dams including dam-water-foundation rock interaction,Earthquake Eng. Struct. Dyn. 24 (1995) 1453—1474.

[40] N.A. Taranukha, V.A. Postnov, Combination of boundary element method and module element method to solveproblems of hydroelastic oscillations of complex structures, in: M.H. Aliabadi (Ed.), Boundary Elem. Technol. X,CMP, 1995, pp. 211—218.

[41] H. Utsumi et al., Effect of fluid saturated porosity of the seabed for interaction problems of fluid-structure-seabedsystem, in: S.N. Atluri et al. (Eds.), Comp. Mech. ’95, Springer, Berlin, 1995, pp. 2957—2962.

[42] C. Wu et al., Wave response analysis of a flexible floating structure by a simple beam model, Proc. Jpn. Soc. CivilEng. 30 (5) (1995) 727—740.

[43] C. Wu et al., Application of Galerkin’s method in wave response analysis of flexible floating plates, 6th Int. OffshorePolar Eng. Conf., Los Angeles, 1996, pp. 307—314.

[44] Y. Yokoi et al., Numerical simulation of flow around a circular cylinder in a solid—liquid two-phase flow usinga vortex method, Trans. Jpn. Soc. Mech. Eng. Ser. B 62 (603) (1996) 3824—3831.

[45] X. Zeng, J. Bielak, Stable symmetric finite element—boundary integral coupling methods for fluid-structure interfaceproblems, Eng. Anal. Boundary Elem. 15 (1) (1995) 79—91.

Other reviews and books

[46] S. Amini et al., Coupled Boundary and Finite Element Methods for the Solution of the Dynamic Fluid-StructureInteraction Problem, Lecture Notes in Eng., vol. 77, Springer, Berlin, 1992.

[47] D.E. Beskos, Boundary element methods in dynamic analysis: Part II (1986—1996), Appl. Mech. Rev. 50 (3) (1997)149—197.

[48] L.L. Broderick, J.W. Leonard, Selective review of boundary element modeling for the interaction of deformablestructures with water waves, Eng. Struct. 12 (4) (1990) 269—276.

[49] I.C. Mathews, A review of computational techniques for steady fluid-structure interaction analyses, in: R.W. Lewis(Ed.), Num. Meth. Trans. Coupl. Prob., Pineridge Press, Swansea, 1984, pp. 221—231.

240 J. Mackerle /Finite Elements in Analysis and Design 31 (1999) 231—240