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On path-independent integrals in three-dimensional nonlinear fracture dynamics

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Abstract

This paper deals with the path-independent integrals in nonlinear three-dimensional fracture dynamics. Both the nonlinear elastic case and the elastic-plastic case are considered, and some path-independent integrals have been worked out. For explaining the physical meaning of these integrals, a specimen with plane notch is considered, and the relation between the integral and dynamical crack extension force is established. Thus, such integrals may serve as a fracture criterion in nonlinear fracture dynamics.

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References

  1. Rice, J.R., J. A. M., Vol. 35, No. 2. (1968).

  2. Quyang, C., Int. J. Eng. Sci., Vol. 18, No. 2, (1980).

  3. Ouyang, C., TICOM Report, UT Austin, U.S.A. (1981).

  4. Ouyang, C., Appl. Math. and Mech., No. 3, (1982).

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Communicated by Ouyang Chang.

This work was completed during my visit to University of Texas at Austin, U.S.A.

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Mei-zi, L. On path-independent integrals in three-dimensional nonlinear fracture dynamics. Appl Math Mech 4, 377–384 (1983). https://doi.org/10.1007/BF01875670

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  • DOI: https://doi.org/10.1007/BF01875670

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