Effect analysis of cracked thick plate on the stability by XFEM

Authors

  • Nguyen Ngoc Thang Quy Nhon University, Vietnam

Corressponding author's email:

nnthang@ftt.edu.vn

Keywords:

cracked plate, plate thickness, critical buckling factor, stability, extended finite element method (XFEM)

Abstract

In this paper, effective analysis of cracked thick plate on the stability is studied with the extended finite element method (XFEM). Depending on its thickness, the plate may have various instability, especially when crevices occur. This effect is revealed by the critical buckling factor of plates subjected to compressing loads . The buckling load factor of cracked plates is obtained from the Matlab-based computing program using XFEM to build in quadrilateral iso-parametric element. The XFEM is widely used in many fields and common problems with cracking texture. Based on FEM but the XFEM improves by adding intermittent extension functions and approximation in the finite element to calculate the presence of crevices. The results are compared with previous studies to confirm the advantages and accuracy of the new method. 

Downloads: 0

Download data is not yet available.

References

J. M. Ferreira (2008). Matlab Codes for Finite Element Analysis Solids and Structure. Springer publisher.

Moes N, et al. (1999). A finite element method for crack growth without remeshing. International Journal for numerical methods in Engineering, 46, pp. 131-150.

Pedro M. Baiz, et al. (2011). Linear buckling analysis of cracked plates by SFEM and XFEM, Journal of Mechanics of Materials and Structures 6 (9-10) , pp. 1213-1238.

Zi, et al. (2005). The extended finite element methodfor dynamic fractures. Shock and Vibration, 12, pp. 9 - 23.

Soheil Mohammadi (2008). eXtended Finite Eement Method, School of Civil Engineering University of Tehran Tehran, Iran.

Hosseini-Hashemi, et al., “Exact solution for linear buckling of rectangular Mindlin plates”, J. Sound Vibration 315:1-2, 318–342, 2008.

B. Stahl, L. M. Keer (1972). Vibration and Stability of Cracked Rectangular Plates, International Journal of Solids and Structures, v8, pp. 69 - 91.

F. L. Liu (2001). Differential quadrature element method for buckling analysis of rectangular Mindlin plates having discontinuities. International Journal of Solids and Structures, v38, pp. 2305-2321.

Published

27-10-2017

How to Cite

[1]
Nguyễn Ngọc Thắng, “Effect analysis of cracked thick plate on the stability by XFEM”, JTE, vol. 12, no. 4, pp. 92–99, Oct. 2017.