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JAST. Vol. 9, No. 1, pp 59-73

© Iranian Aerospace Society, Winter - Spring 2012

J

Journal of Aerospace Science and Technology

A S T

Crack Analysis, Using a New Coupled FE-EFG Method

S. Mohamadnejad

1

, A. Darvizeh

2

, M. Darvizeh

2

, R. Ansari

3

, and A. Basti

4

To solve crack problems, some coupled methods have been developed in recent years. Most of these methods have some shortcomings such as the need for a are widely used for this class of problems. In order to take the advantages of these methods while avoiding the disadvantages, it is essential to follow solution ap-proaches based on a combination of them. Prompted by this idea, in this article, ! method. In this procedure, the usage of transition region is bypassed by " # $ is put to use in the areas far from the crack tip. Static analysis of two-dimensional crack problems, according to the plane stress condition under mode-I loading, has been done. The results from the present method are indicated to be in excel-lent agreement with those from the existing analytical solutions.

%&'( ) *& (+(( Iran.

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1 Introduction

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6 S. Mohamadnejad, A. Darvizeh, M. Darvizeh, R. Ansari, and A. Basti

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(9)

6? Crack Analysis, Using a New Coupled FE-EFG Method

(a)

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(10)

6C S. Mohamadnejad, A. Darvizeh, M. Darvizeh, R. Ansari, and A. Basti

(a)

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(d)

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(b)

Figure 6. The variation of SIF in the coupled method with crack length change compared with analytical solutions: (a) Using 4 el-ements and 14 particles, (b) Using 32 elel-ements and 14 particles.

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(11)

6Y Crack Analysis, Using a New Coupled FE-EFG Method

(e)

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EFG stress, xx

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(12)

?E S. Mohamadnejad, A. Darvizeh, M. Darvizeh, R. Ansari, and A. Basti

(d)

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(13)

? Crack Analysis, Using a New Coupled FE-EFG Method

8 Concluding Remarks

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9 References

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D PMon. Not. Astronom.Soc#181

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Z =!!+(=!! PK -10<88/E?D/CYY#

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Figure 1. Assortment of enriched particles: (a) Discontinuous enriched particles, (b) Close to front enriched particles [3].
Figure 3. The three modes of failure [34].
Figure 4. (a) the variation of energy error by changing a/D for the separate and continuous methods, (b) the variation of energy error by changing the number of nodes in the EFG region and using the separate ������������������������������������������������������������
Figure 6. The variation of SIF in the coupled method with crack length change compared with analytical solutions: (a) Using 4 el-ements and 14 particles, (b) Using 32 elements and 14 particles.
+4

References

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