On the initial shape of the softening function of cohesive materials
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[1] A. Hillerborg,et al. Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements , 1976 .
[2] Rilem. Determination of the fracture energy of mortar and concrete by means of three-point bend tests on notched beams , 1985 .
[3] Z. Bažant,et al. Nonlinear Fracture Properties from Size Effect Tests , 1986 .
[4] Arne Hillerborg,et al. Application of the fictitious crack model to different types of materials , 1991, International Journal of Fracture.
[5] M. Elices,et al. Measurement of the fracture energy using three-point bend tests: Part 3—influence of cutting theP-δ tail , 1992 .
[6] M. Elices,et al. Measurement of the fracture energy using three-point bend tests: Part 2—Influence of bulk energy dissipation , 1992 .
[7] A. Carpinteri. Cracking of strain-softening materials , 1992 .
[8] M. Elices,et al. Measurement of the fracture energy using three-point bend tests: Part 1—Influence of experimental procedures , 1992 .
[9] G. Bao,et al. On the strength of ductile particle reinforced brittle matrix composites , 1993 .
[10] M. Elices,et al. A general bilinear fit for the softening curve of concrete , 1994 .
[11] M. Elices,et al. GENERALIZED SIZE EFFECT EQUATION FOR QUASIBRITTLE MATERIALS , 1997 .