journal article·2002-10

Numerical solution of cracked thin plates subjected to bending, twisting and shear loads

R.K.L. Su, H.Y. Sun

International Journal of Fracture· Volume 117· Issue 4
Publisher page

Abstract

A semi-analytical method namely fractal finite element method is presented for the determination of mode I and mode II moment intensity factors for thin plate with crack using Kirchhoff's theory. Using the concept of fractal geometry, infinite many of finite elements is generated virtually around the crack border. Based on the analytical global displacement function, numerous degrees of freedom (DOF) are transformed to a small set of generalised coordinates in an expeditious way. The stress intensity factors can be obtained directly from the generalized coordinates. No post-processing and special finite elements are required to develop for extracting the stress intensity factors. Examples of cracked plate subjected to bending, twisting and shear loads are given to illustrate the accuracy and efficiency of the present method. The influence of finite boundaries on the calculation of the moment intensity factors is studied in details. Very accuracy results when compare with the theoretical and numerical counterparts are found.
Source: openaire · Quality: candidate unverified · Source record ↗

Research context

OpenAlex topics: Structural Health Monitoring Techniques · Ultrasonics and Acoustic Wave Propagation · Railway Engineering and Dynamics

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

References (18)

Show source-provided references
1. Ahmad, J. and Loo, F.T.C. (1979). Solution of plate bending problems in fracture mechanics using a specialized finite element technique. Engineering Fracture Mechanics, 11, 661–673.10.1016/0013-7944(79)90127-9 ↗
2. Chen, W.H. and Chen, P.Y. (1984). A hybrid-displacement finite element model for the bending analysis of thin cracked plates. International Journal of Fracture, 24, 83–106.10.1007/BF00028054 ↗
3. Chen, W.H., Yang, K.C. and Chang, C.S. (1992). A finite element alternating approach for the bending analysis of thin cracked plates. International Journal of Fracture, 56, 93–110.10.1007/BF00015595 ↗
4. Chen, W.H. and Shen, C.M. (1993). A finite element alternating approach to bending of thin plates containing mixed mode cracks. International Journal of Solids and Structures, 30(16), 2261–2276.10.1016/0020-7683(93)90086-M ↗
5. Hui, C.Y. and Zehnder, A.T. (1993). A theory for the fracture of thin plates subjected to bending and twisting moments. International Journal of Fracture, 61, 211–229.10.1007/BF00036341 ↗
6. Leung, A.Y.T. and Su, R.K.L. (1996). Fractal two-level finite element method for cracked classical plates using DKT elements. Engineering Fracture Mechanics, 54(5), 703–711.10.1016/0013-7944(95)00203-0 ↗
7. Liu, C.T. and Jiang C.P. (2000). Fracture Mechanics for Plates and Shells, National Military Industry press, Beijing (in Chinese).
8. Murakami, Y. (1987). Stress Intensity Factors Handbook, Pergamon Press, Oxford.
9. Park, J.H. and Atluri, S.N. (1999). Analysis of a cracked thin isotropic plate subjected to bending moment by using FEAM. KSME International Journal, 13(12), 912–917.10.1007/BF03184758 ↗
10. Sih, G.C., Paris, P.C. and Erdogan, F. (1962). Crack-tip, stress-intensity factors for plane extension and plate bending problems. ASME, Journal of Applied Mechanics, 29, 306–312.10.1115/1.3640546 ↗
11. Sticklin, J.A., Haisler, W., Tisdale, P. and Gunderson, R. (1969). A rapidly converging triangular plate element. AIAA Journal, 7(1), 180–181.10.2514/3.5068 ↗
12. Su, R.K.L., Sun, H.Y. and Zhu, Y. (2001). Fractal finite element method for singular problems. Proceedings of First Asian-Pacific Congress on Computational Mechanics, Sydney, Australia, 1, 20–23, 655–660.
13. Timoshenko, S and Woinowsky-Krieger, S., (1959). Theory of Plates and Shells. McGraw-Hill.
14. Viz., M.J., Potyondy, D.O., Zehnder, A.T., Rankin, C.C. and Riks, E. (1995). Computation of membrance and bending stress intensity factors for thin, cracked plates. International Journal of Fracture, 72, 21–38.10.1007/BF00036927 ↗
15. Williams, M.L. (1961). The bending stress distribution at the base of a stationary crack. ASME Journal of Applied Mechanics, 28, 78–82.10.1115/1.3640470 ↗
16. Wilson, W.K., and Thompson, D.G. (1971). On the finite element method for calculating stress intensity factors for cracked plates in bending. Engineering Fracture Mechanics, 3, 97–102.10.1016/0013-7944(71)90001-4 ↗
17. Zehnder, A.T. and Hui, C.Y. (1994). Stress intensity factors for plate bending and shearing problems. Journal of Applied Mechanics, 61, 719–722.10.1115/1.2901522 ↗
18. Zucchini, A., Hui, C.Y. and Zehnder, A.T. (2000). Crack tip stress fields for thin, cracked plates in bending, shear and twisting: A comparison of plate theory and three-dimensional elasticity theory solutions. International Journal of Fracture, 104, 387–407.10.1023/A:1007699314793 ↗