Nonlinear Analysis of Cracked Plates

J. Purbolaksono; T. Dirgantara; Ferri M.H.Aliabadi

doi:10.4028/www.scientific.net/KEM.306-308.661

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HomeKey Engineering MaterialsKey Engineering Materials Vols. 306-308Nonlinear Analysis of Cracked Plates

Nonlinear Analysis of Cracked Plates

Abstract:

This paper presents the geometrically nonlinear analysis of cracked plates by the dual boundary element method. Extrapolation of displacements on the crack surfaces is used to compute the stress intensity factors. The normalized stress intensity factors for the cracked square plate with fully clamped and simply supported boundary conditions are presented.

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Key Engineering Materials (Volumes 306-308)

Pages:

661-666

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https://doi.org/10.4028/www.scientific.net/KEM.306-308.661

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Online since:

March 2006

Authors:

J. Purbolaksono, T. Dirgantara, Ferri M.H.Aliabadi

Keywords:

Dual Boundary Element Method, Geometrical Nonlinearity, Stress Intensity Factor (SIF)

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References

[1] Aliabadi, M. H., Boundary element formulations in fracture mechanics, Applied Mechanics Review, 50(2): 83-96, (1997).

DOI: 10.1115/1.3101690

Google Scholar

[2] Aliabadi, M. H., A new generation of boundary element methods in fracture mechanics, International Journal of Fracture, 86: 91-125, (1997).

Google Scholar

[3] Dirgantara, T. and Aliabadi, M. H., Crack growth analysis of plate loaded by bending and tension using dual boundary element method, International Journal of Fracture, 105: 27- 47, (2000).

Google Scholar

[4] Dirgantara, T. and Aliabadi, M. H., Dual boundary formulation for fracture mechanics analysis of shear deformable shells, International Journal of Solids Structures, 38: 7769- 7800, (2001).

DOI: 10.1016/s0020-7683(01)00097-x

Google Scholar

[5] He, X. Q. and Qin, Q. H., Nonlinear analysis of Reissner's plate by the variational approaches and boundary element methods, Appl. Math. Modelling, 17: 149-155, (1993).

Google Scholar

[6] Lei, X. Y., Huang, M. K. and Wang, X. X., Geometrically nonlinear analysis of a Reissner type by the boundary element method, Comput. Struct., 37(6): 911-916, (1990).

DOI: 10.1016/0045-7949(90)90004-l

Google Scholar

[7] Purbolaksono, J., Dirgantara, T. and Aliabadi, M.H., Large deformation of the cracked plates by BEM (submitted for publication).

Google Scholar

[8] Tanaka, M., Large deflection analysis of thin elastic plates, Development in Boundary Element Methods, Elsevier Applied Science Publishers, 3: 115-136, (1984).

Google Scholar

[9] Wen, P. H., Aliabadi, M. H. and Young, A., Application of dual reciprocity method to plates and shells, Engineering Analysis with Boundary Element, 24: 583-590, (2000).

DOI: 10.1016/s0955-7997(00)00038-2

Google Scholar

[10] Ye, T. Q., and Lin, Y. J., Finite deflection analysis of elastic plate by the boundary element method, Appl. Math. Modelling, 9: 183-188, (1985).

DOI: 10.1016/0307-904x(85)90005-8

Google Scholar