APPLICATION OF THE EXTENDED FINITE ELEMENT METHOD (X-FEM) IN COHESIVE CRACK MODELING

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KAZEMI M.T.; FORGHANI ALI REZA; KHOUEI AMIR REZA

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Journal: Sharif Journal of Civil Engineering Year:2007 | Volume:NEW SERIES (23) | Issue:37 Page(s): 21-27

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Title

APPLICATION OF THE EXTENDED FINITE ELEMENT METHOD (X-FEM) IN COHESIVE CRACK MODELING

Author(s)

KAZEMI M.T. | FORGHANI ALI REZA | KHOUEI AMIR REZA | Issue Writer Certificate

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Abstract

The finite Element Method (FEM), and other numerical methods, in recent years, is widely used in modeling of the fracture problem. Remeshing requirements and mesh sensitivity are the major disadvantages in analyzing crack growth using conventional FEM methods. Recently, advanced FEM methods, such as the Extended Finite Element Method (X-FEM), have been proposed to model discontinuities through the elements. The advantage of these methods is that remeshing is not required in the crack growth process. The cohesive crack method is a simplified field model to simulate the complicated behavior of the crack growth in quasi-brittle materials. In this paper, we use the advantages of the X-FEM and crack length control method for modeling of the cohesive crack growth.

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APA: Copy

KAZEMI, M.T., FORGHANI, ALI REZA, & KHOUEI, AMIR REZA. (2007). APPLICATION OF THE EXTENDED FINITE ELEMENT METHOD (X-FEM) IN COHESIVE CRACK MODELING. SHARIF: CIVIL ENINEERING, NEW SERIES (23)(37), 21-27. SID. https://sid.ir/paper/128012/en

Vancouver: Copy

KAZEMI M.T., FORGHANI ALI REZA, KHOUEI AMIR REZA. APPLICATION OF THE EXTENDED FINITE ELEMENT METHOD (X-FEM) IN COHESIVE CRACK MODELING. SHARIF: CIVIL ENINEERING[Internet]. 2007;NEW SERIES (23)(37):21-27. Available from: https://sid.ir/paper/128012/en

IEEE: Copy

M.T. KAZEMI, ALI REZA FORGHANI, and AMIR REZA KHOUEI, “APPLICATION OF THE EXTENDED FINITE ELEMENT METHOD (X-FEM) IN COHESIVE CRACK MODELING,” SHARIF: CIVIL ENINEERING, vol. NEW SERIES (23), no. 37, pp. 21–27, 2007, [Online]. Available: https://sid.ir/paper/128012/en

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