Application of scaled boundary finite element method on soil-structure interaction: two dimensions dynamic coupled consolidation analysis of fully saturated soils

M.A.H. Hassanen; E. Aly; A. El-Hamalawi; M. Demiralp; C. Udriste; G. Bognar; R Soni; H. Nassar

Application of scaled boundary finite element method on soil-structure interaction: two dimensions dynamic coupled consolidation analysis of fully saturated soils

M.A.H. Hassanen, E. Aly, A. El-Hamalawi, M. Demiralp (Editor), C. Udriste (Editor), G. Bognar (Editor), R Soni (Editor), H. Nassar (Editor)

Civil And Environmental Engineering

Research output: Chapter in Book/Report/Conference proceeding › Chapter

Abstract

The scaled boundary finite element method (SBFEM) combines the advantages of finite element method (FEM) and boundary element method (BEM). Therefore, it is considered as a powerful tool to analyse the soil-structure interaction problems. In this research, this method is extended to include Biot's coupled consolidation in order to deal with fully saturated soil as two-phase medium. The general 2D dynamic analysis case, including body forces and surface tractions in different media in the frequency domain, is formulated. In addition, Chebyshev pseudospectral method is introduced for solving the FE coupled consolidation equations.

Original language	English
Title of host publication	Applied Mathematics for Science and Engineering: Proceedings of the 12th WSEAS International Conference on Applied Mathematics
Place of Publication	Wisconsin, USA
Publisher	World Scientific and Engineering Academy and Society
Pages	208-214
Number of pages	6
ISBN (Print)	9789606766275
Publication status	Published - 2007

Keywords

SBFEM
scaled boundary finite element method
biot
coupled consolidation
frequency domain
soil-structure interaction
half-space
domain
finite element method
boundary element method

Cite this

Hassanen, M. A. H., Aly, E., El-Hamalawi, A., Demiralp, M. (Ed.), Udriste, C. (Ed.), Bognar, G. (Ed.), Soni, R. (Ed.), & Nassar, H. (Ed.) (2007). Application of scaled boundary finite element method on soil-structure interaction: two dimensions dynamic coupled consolidation analysis of fully saturated soils. In Applied Mathematics for Science and Engineering: Proceedings of the 12th WSEAS International Conference on Applied Mathematics (pp. 208-214). World Scientific and Engineering Academy and Society.

Hassanen, M.A.H. ; Aly, E. ; El-Hamalawi, A. et al. / Application of scaled boundary finite element method on soil-structure interaction: two dimensions dynamic coupled consolidation analysis of fully saturated soils. Applied Mathematics for Science and Engineering: Proceedings of the 12th WSEAS International Conference on Applied Mathematics. Wisconsin, USA : World Scientific and Engineering Academy and Society, 2007. pp. 208-214

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abstract = "The scaled boundary finite element method (SBFEM) combines the advantages of finite element method (FEM) and boundary element method (BEM). Therefore, it is considered as a powerful tool to analyse the soil-structure interaction problems. In this research, this method is extended to include Biot's coupled consolidation in order to deal with fully saturated soil as two-phase medium. The general 2D dynamic analysis case, including body forces and surface tractions in different media in the frequency domain, is formulated. In addition, Chebyshev pseudospectral method is introduced for solving the FE coupled consolidation equations.",

keywords = "SBFEM, scaled boundary finite element method, biot, coupled consolidation, frequency domain, soil-structure interaction, half-space, domain, finite element method, boundary element method",

author = "M.A.H. Hassanen and E. Aly and A. El-Hamalawi and M. Demiralp and C. Udriste and G. Bognar and R Soni and H. Nassar",

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Hassanen, MAH, Aly, E, El-Hamalawi, A, Demiralp, M (ed.), Udriste, C (ed.), Bognar, G (ed.), Soni, R (ed.) & Nassar, H (ed.) 2007, Application of scaled boundary finite element method on soil-structure interaction: two dimensions dynamic coupled consolidation analysis of fully saturated soils. in Applied Mathematics for Science and Engineering: Proceedings of the 12th WSEAS International Conference on Applied Mathematics. World Scientific and Engineering Academy and Society, Wisconsin, USA, pp. 208-214.

Application of scaled boundary finite element method on soil-structure interaction: two dimensions dynamic coupled consolidation analysis of fully saturated soils. / Hassanen, M.A.H.; Aly, E.; El-Hamalawi, A. et al.
Applied Mathematics for Science and Engineering: Proceedings of the 12th WSEAS International Conference on Applied Mathematics. Wisconsin, USA: World Scientific and Engineering Academy and Society, 2007. p. 208-214.

Research output: Chapter in Book/Report/Conference proceeding › Chapter

TY - CHAP

T1 - Application of scaled boundary finite element method on soil-structure interaction: two dimensions dynamic coupled consolidation analysis of fully saturated soils

AU - Hassanen, M.A.H.

AU - Aly, E.

AU - El-Hamalawi, A.

A2 - Demiralp, M.

A2 - Udriste, C.

A2 - Bognar, G.

A2 - Soni, R

A2 - Nassar, H.

PY - 2007

Y1 - 2007

N2 - The scaled boundary finite element method (SBFEM) combines the advantages of finite element method (FEM) and boundary element method (BEM). Therefore, it is considered as a powerful tool to analyse the soil-structure interaction problems. In this research, this method is extended to include Biot's coupled consolidation in order to deal with fully saturated soil as two-phase medium. The general 2D dynamic analysis case, including body forces and surface tractions in different media in the frequency domain, is formulated. In addition, Chebyshev pseudospectral method is introduced for solving the FE coupled consolidation equations.

AB - The scaled boundary finite element method (SBFEM) combines the advantages of finite element method (FEM) and boundary element method (BEM). Therefore, it is considered as a powerful tool to analyse the soil-structure interaction problems. In this research, this method is extended to include Biot's coupled consolidation in order to deal with fully saturated soil as two-phase medium. The general 2D dynamic analysis case, including body forces and surface tractions in different media in the frequency domain, is formulated. In addition, Chebyshev pseudospectral method is introduced for solving the FE coupled consolidation equations.

KW - SBFEM

KW - scaled boundary finite element method

KW - biot

KW - coupled consolidation

KW - frequency domain

KW - soil-structure interaction

KW - half-space

KW - domain

KW - finite element method

KW - boundary element method

UR - http://www.wseas.org/conferences/2007/egypt/math/

M3 - Chapter

SN - 9789606766275

SP - 208

EP - 214

BT - Applied Mathematics for Science and Engineering: Proceedings of the 12th WSEAS International Conference on Applied Mathematics

PB - World Scientific and Engineering Academy and Society

CY - Wisconsin, USA

ER -

Hassanen MAH, Aly E, El-Hamalawi A, Demiralp M, (ed.), Udriste C, (ed.), Bognar G, (ed.) et al. Application of scaled boundary finite element method on soil-structure interaction: two dimensions dynamic coupled consolidation analysis of fully saturated soils. In Applied Mathematics for Science and Engineering: Proceedings of the 12th WSEAS International Conference on Applied Mathematics. Wisconsin, USA: World Scientific and Engineering Academy and Society. 2007. p. 208-214

Application of scaled boundary finite element method on soil-structure interaction: two dimensions dynamic coupled consolidation analysis of fully saturated soils

Abstract

Keywords

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