Abstract
An analytical method is derived to determine the tearing resistance of a material using the double-cantilever-beam specimen. The analysis makes use of a beam-on-elastic foundation model to determine the elastic deflection of the specimen and the Dugdale model to simulate the stress field at the crack tip.J resistance curve of 2024-T3 aluminium material is obtained based on the experimentally observed load and crack extension and is compared with those deduced using compliance method and finite element method.
Résumé
On déduit une méthode analytique permettant de déterminer les résistances d'un matériau à l'arrachement, en utilisant une éprouvette en double poutre Cantilever.
L'analyse fait appel à un modèle de poutre sur appuis élastiques en vue de déterminer la flèche élastique de l'éprouvette, et au modèle de Dugdale en vue de simuler le champ de contraintes à l'extrémité de la fissure.
Une courbe de résistance, exprimée parJ, est obtenue dans le cas de l'alliage d'aluminium 2024-T.3, en se basant sur les observations expérimentales de la charge appliquée et de l'extension de la fissure; cette courbe est comparée avec celles que l'on obtient en utilisant une méthode de compliance et une méthode par éléments finis.
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References
J.A. Begley and J.D. Landes,Fracture Toughness, ASTM STP 514 (1972) 1–20.
M.F. Kanninen,International Journal of Fracture 9 (1973) 83–92.
M.F. Kanninen,International Journal of Fracture 10 (1974) 415–430.
R.C. Owen, Y.W. Mai, and C.L. Chow,International Journal of Fracture 12 (1976) 3–17.
J.L. Sykes and C.L. Chow, inProceedings, 2nd International Conference on Mechanical Behaviour of Metals, Boston (American Society of Metals) (1976) 1542–1546.
C.L. Chow and C.W. Woo, inProceedings, International Conference on Numerical Methods in Fracture Mechanics, Swansea (1978) 226–234.
C.W. Woo and M.D. Kuruppu,Journal of Strain Analysis 17 (1982) 223–227.
C.W. Woo and M.D. Kuruppu,Journal of Strain Analysis 16 (1981) 123–126.
H. Anderson,Journal of the Mechanics and Physics of Solids 22 (1974) 285–308.
A.V. de Koning,The 14th International Congress of Theoretical and Applied Mechanics, Delft, The Netherlands (1976).
E.P. Sorensen,International Journal of Fracture 14 (1978) 485–500.
A.P. Kfouri and K.J. Miller, inProceedings, Institution of Mechanical Engineers 190 (1976) 571–584.
C.F. Shih, H.G.de Lorenzi, and W.R. Andrews,Elastic-Plastic Fracture, ASTM STP 668 (1979) 65–120.
J.R. Rice inProceedings, 1st International Conference on Fracture, Sendai, Japan (1965) 283–368.
M. Hetenyi,Beam on Elastic Foundation, The University of Michigan Press, U.S.A. (1958).
C.F. Shih,Journal of Mechanics and Physics of Solids 29 (1981) 305–326.
G.A. Clarke, W.R. Andrews, P.C. Paris and D.W. Schmidt,Mechanics of Crack Growth, ASTM STP 590 (1976) 27–42.
S.J. Garwood and C.E. Turner,Fracture ICF 4, 3 (1977) 279–284.
K.J. Bathe, “ADINA — A Finite Element Program for Automatic Incremental Non-linear Analysis”, Report No. 82448–1, Massachusetts Institute of Technology, Mass. (1975).
P.C. Paris, H. Tada, A. Zahoor, and H. Ernst,Elastic-Plastic Fracture, ASTM STP 668 (1979) 5–36.
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Woo, C.W., Kuruppu, M.D. Crack growth resistance evaluation of ductile material using DCB specimen. Int J Fract 24, 23–34 (1984). https://doi.org/10.1007/BF00020265
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DOI: https://doi.org/10.1007/BF00020265