journal article·2007-01-09

Displacement discontinuity formulation for modeling cracks in orthotropic shear deformable plates

P. H. Wen, M. H. Aliabadi

International Journal of Fracture· Volume 142· Issue 1-2
Publisher page

Abstract

A displacement discontinuity formulation is presented for modeling cracks in orthotropic Reisnner plates. Fundamental solutions for displacement discontinuity are derived for the first time using a Fourier transform method. Boundary integral equations are presented in terms of discontinuity rotations on the crack surfaces for opening mode problems. As the fundamental solutions have singularity of O (1/r 2), Chebyshev polynomials of the second kind are used to evaluate the integral equations. By solving for coefficients of the Chebyshev polynomials, the stress intensity factors at the crack tips are obtained directly. Comparisons are made with solutions using the finite element method to demonstrate that the displacement discontinuity method is an efficient and accurate method for solving crack problems in orthotropic Reissner plates.
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Research context

OpenAlex topics: Composite Structure Analysis and Optimization · Elasticity and Wave Propagation · Structural Response to Dynamic Loads

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References (17)

Show source-provided references
1. Aliabadi MH (2002) The boundary element method applications in solids and structures. Wiley, Chichester
2. Ang DD, Williams ML (1961) Combined stresses in an orthotropic plate having a finite crack. AMSE J Appl Mech 28:372–37810.1115/1.3641714 ↗
3. Crouch SL, Starfield AM (1983) Boundary element methods in solid mechanics. George Allen and Unwin, London
4. Hartranft RJ, Sih (1968) GC Effect of plate thickness on the bending stress distribution around through cracks. J Math Phys 47:276–29110.1002/sapm1968471276 ↗
5. Jaswon MA, Maiti M (1968) An integral equation formulation of plate bending problems. J Eng Math 2: 83–9310.1007/BF01534962 ↗
6. Kaya MK, Erdogan F (1987) On the solution of integral equations with strong singular kernels. Q Appl Math 45:105–12210.1090/qam/885173 ↗
7. Knowles JK, Wang NM (1960) On the bending of an elastic plate containing a crack. J Math Phys 39:223–23610.1002/sapm1960391223 ↗
8. Reissner E (1947) On bending of elastic plates. Quart Appl Math 5:55–6810.1090/qam/20440 ↗
9. Sladek V, Sladek J (1982) Three-dimensional crack analysis for anisotropic body. Appl Math Model 6:374–38010.1016/S0307-904X(82)80101-7 ↗
10. Sih GC (1981) Cracks in composite materials. In: Sih GC(ed) Mechanics of fracture. vol 6, pp 76–8710.1007/978-94-009-8340-3 ↗
11. Sih GC, Hagendorf HC On cracks in shells with shear deformation. In: Sih GC (ed) Mechanics of fracture, vol 3, pp 201–22910.1007/978-94-010-1292-8_6 ↗
12. Vander Weeën F (1982) Application of the boundary integral equation method to Reissner’s plate model. Int J Numer Methods Eng 18:1–1010.1002/nme.1620180102 ↗
13. Wang NM (1968) Effects on plate thickness on the bending of an elastic plate containing a crack. J Math Phys 47:371–39010.1002/sapm1968471371 ↗
14. Wang J, Huang M (1991) Boundary element method for orthotropic thick plates. Acta Mech Sin 7(3):258–26610.1007/BF02487594 ↗
15. Wen PH, Aliabadi MH, Rooke DP (1996a) The influence of elastic waves on dynamic stress intensity factors (two dimensional problems). Arch Appl Mech 66:326–35510.1007/BF00795249 ↗
16. Wen PH, Aliabadi MH, Rooke DP (1996b) The influence of elastic waves on dynamic stress intensity factors (three dimensional problems). Arch Appl Mech 66:385–39410.1007/s004190050077 ↗
17. Yuna FG, Yang S (2000) Asymptotic crack-tip fields in an anisotropic plate subjected to bending, twisting moments and transverse shear loads Compos Sci Technol 60:2489–250210.1016/S0266-3538(00)00043-9 ↗