50th Anniversary Article: Review on Interface Fracture and Delamination of Composites
Source abstract
Abstract
ABSTRACT In this review paper, a methodology for measuring the interface fracture toughness of a crack between two isotropic, homogeneous materials and a delamination between two laminae of unidirectional composite materials of differing directions is presented. Four cases are considered. Two isotropic material pairs are described: glass/epoxy and two ceramic clays. Similar studies are presented for two cross‐ply laminates: 0°/90° and +45°/−45. The Brazilian disk specimen was used to carry out mixed mode fracture tests. The load and crack or delamination length at fracture were measured and used in a finite element analysis to determine the displacement field. An interaction energy orM‐integral was used to obtain the stress intensity factors at failure. These in turn were employed to calculate the critical interface energy release rateand two phase anglesψandφ, which measure the mode mixity. For theM‐integral and for each interface crack or delamination, the first term of the asymptotic solution of the fields is required. For two isotropic materials, these solutions are well known. For the laminates described here, they were determined by the Stroh and Lekhnittski formalisms. A failure criterion determined from first principles is presented. The values of,ψandφare used to specify the criterion for each material pair. A statistical analysis is presented, which predicts a 5% probability of failure.
Source: crossref · Quality: baseline
Research context
OpenAlex topics: Fatigue and fracture mechanics · Numerical methods in engineering · Mechanical Behavior of Composites
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
Affiliations
The Dreszer Fracture Mechanics Laboratory, School of Mechanical Engineering Tel Aviv University 69978 Ramat Aviv Israel
References (55)
Show source-provided references
1. The stresses around a fault or crack in dissimilar media10.1785/BSSA0490020199 ↗
2. Cherepanov G. P.(1962)The stress state in a heterogeneous plate with slits.Izvestia AN SSSR OTN Mekhan.i Mashin. 1 131–137 (in Russian).
3. 10.1115/1.362581310.1115/1.3625813 ↗
4. 10.1115/1.362581410.1115/1.3625814 ↗
5. 10.1115/1.362581610.1115/1.3625816 ↗
6. The strength of adhesive joints using the theory of crack10.1007/BF00186749 ↗
7. 10.1115/1.342414810.1115/1.3424148 ↗
8. 10.1115/1.342428910.1115/1.3424289 ↗
9. 10.1115/1.356473910.1115/1.3564739 ↗
10. 10.1115/1.317312410.1115/1.3173124 ↗
11. 10.1115/1.317366810.1115/1.3173668 ↗
12. 10.1016/B978-0-08-040505-6.50036-210.1016/B978-0-08-040505-6.50036-2 ↗
13. 10.1016/B978-0-08-040505-6.50037-410.1016/B978-0-08-040505-6.50037-4 ↗
14. Hutchinson J. W. · 1991 · 64
15. 10.1016/0167-6636(89)90020-310.1016/0167-6636(89)90020-3 ↗
16. 10.1016/0956-7151(90)90200-Z10.1016/0956-7151(90)90200-Z ↗
17. 10.1016/0956-7151(93)90113-710.1016/0956-7151(93)90113-7 ↗
18. 10.1016/0013-7944(93)90083-510.1016/0013-7944(93)90083-5 ↗
19. 10.1016/0167-6636(94)00063-810.1016/0167-6636(94)00063-8 ↗
20. 10.1007/BF0004828810.1007/BF00048288 ↗
21. 10.1023/A:102292292689710.1023/A:1022922926897 ↗
22. 10.1115/1.289724810.1115/1.2897248 ↗
23. 10.1016/0013-7944(94)90094-910.1016/0013-7944(94)90094-9 ↗
24. 10.1016/S0013-7944(97)00177-X10.1016/S0013-7944(97)00177-X ↗
25. 10.1023/A:101864220061010.1023/A:1018642200610 ↗
26. 10.1016/S0167-6636(00)00042-910.1016/S0167-6636(00)00042-9 ↗
27. 10.1016/j.ijsolstr.2004.06.02510.1016/j.ijsolstr.2004.06.025 ↗
28. 10.1007/s10704-006-0084-510.1007/s10704-006-0084-5 ↗
29. 10.1016/0020-7683(86)90031-410.1016/0020-7683(86)90031-4 ↗
30. 10.1098/rspa.1990.001610.1098/rspa.1990.0016 ↗
31. 10.1016/0022-5096(90)90011-R10.1016/0022-5096(90)90011-R ↗
32. 10.1016/0020-7683(92)90189-Z10.1016/0020-7683(92)90189-Z ↗
33. 10.1016/0013-7944(92)90137-410.1016/0013-7944(92)90137-4 ↗
34. 10.1016/0013-7944(93)90010-P10.1016/0013-7944(93)90010-P ↗
35. 10.1093/oso/9780195074475.001.000110.1093/oso/9780195074475.001.0001 ↗
36. Banks‐Sills L. · 2000 · 18310.1007/0-306-46952-9_11 ↗
37. 10.1007/s10704-005-1922-610.1007/s10704-005-1922-6 ↗
38. 10.1016/j.engfracmech.2006.01.04010.1016/j.engfracmech.2006.01.040 ↗
39. 10.1007/s10704-007-9163-510.1007/s10704-007-9163-5 ↗
40. 10.1016/j.engfracmech.2010.08.01410.1016/j.engfracmech.2010.08.014 ↗
41. 10.1007/s10704-010-9518-110.1007/s10704-010-9518-1 ↗
42. 10.1115/1.290074310.1115/1.2900743 ↗
43. Irwin G. R. · 1958 · 551
44. 10.1023/A:100761261333810.1023/A:1007612613338 ↗
45. Luko S. N.andNeubauer D. V.(2011)Statistical intervals – part 2: the prediction interval.Stand.News. Sept./Oct. 14–15.
46. Prediction limits for a univariate normal observation10.1080/00031305.1986.10475378 ↗
47. Freund J. E. · 1963 · 201
48. 10.1007/BF0159070410.1007/BF01590704 ↗
49. 10.1115/1.400079810.1115/1.4000798 ↗
50. 10.1023/B:FRAC.0000021065.46630.4d10.1023/B:FRAC.0000021065.46630.4d ↗
51. 10.1023/A:101220840979510.1023/A:1012208409795 ↗
52. Carneiro F. L. L. B.(1943)A new method to determine the tensile strength of concrete.Proceedings of the Fifth Meeting of the Brazilian Association for Technical Rules Third Section 126–129(in Portuguese).
53. 10.1007/BF0003451410.1007/BF00034514 ↗
54. 10.1108/1757986101102377510.1108/17579861011023775 ↗
55. 10.1016/0167-6636(92)90010-B10.1016/0167-6636(92)90010-B ↗