In the paper, a new kind of stress singular element is introduced for crack problems. This kind of element is more simple and widely used than those presented before. In the paper, a cube with embedded circular crack and a first kind Benchmark problem are studied. The study shows that using quarter-
Application of boundary element method with singular and isoparametric elements in three dimensional crack problems
β Scribed by Gangming Luo; Yongyuan Zhang
- Publisher
- Elsevier Science
- Year
- 1988
- Tongue
- English
- Weight
- 694 KB
- Volume
- 29
- Category
- Article
- ISSN
- 0013-7944
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β¦ Synopsis
In the paper, an ~vestigation into the stress intensity factors of mixed-mode three dimensional crack problem is studied. In the method presented in the paper, the number of elements and nodes can be decreased greatly while computational accuracy and efficiency increase, the continuous functions of stress intensity factors along the front of crack can be obtained easily. For an elliptical crack, the parametric equation of an ellipse is introduced, so that the contour of the crack can be represented exactly. There are two examples to test the efficiency of the method. Finally, a cross-shaped pipe-junction with surface cracks is investigated, which is used in offshore engineering.
π SIMILAR VOLUMES
Two new boundary elements have been proposed for simulation of variable order singularities at the two ends of an element in two dimensions. The "rst can model the variable order strain singularity at both the ends of the element. The second element can do both the strain and traction singularities
In this paper, there are several measures being used to simplify the analytic method and improve the computational accuracy. We have emphatically studied: (1) An explicit weighted function expression in isoparametric singular 3EM. (2) A reasonable collocation of &nodes isoparametric boundary element
The Laplace transformed boundary element method is used to analyse the transient responses of a three-dimensional crack. The choice of Laplace inversion parameters and the calculation of dynamic stress intensity factors (SIF) are discussed. In order to verify the computation procedure and choose the