Analytical fractal model for rugged fracture surface of brittle materials

被引:5
|
作者
Alves, Lucas M. [1 ]
Chinelatto, A. L. [2 ]
Grzebielucka, Edson Cezar [2 ]
Prestes, Eduardo [2 ]
de Lacerda, L. A. [3 ]
机构
[1] Univ Estadual Ponta Grossa, Setor Ciencias Agr & Tecnol, Dept Mat Engn, GTEME Grp Termodinam Mecan & Eletron Mat, Av Gal Carlos Calvalcanti 4748,Campus UEPG, BR-84030900 Ponta Grossa, PR, Brazil
[2] Univ Estadual Ponta Grossa, Setor Ciencias Agr & Tecnol, Dept Mat Engn, Av Gal Carlos Calvalcanti 4748,Campus UEPG, BR-84030900 Ponta Grossa, PR, Brazil
[3] Univ Fed Parana, Ctr Politecn, LACTEC Inst Tecnol Dev, Univ Fed Parana PPGMNE, Cx P 19067, Curitiba, PR, Brazil
关键词
Fractal dimension; Fracture profile; Mortar; Heavy clay; Roughness; Self-affine surface; SCALING PROPERTIES; R-CURVE; ROUGHNESS; MECHANICS; CRACKS; TOUGHNESS; GEOMETRY; CHARACTER; DIMENSION;
D O I
10.1016/j.engfracmech.2016.05.015
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
The fractal modeling of a rugged fracture surface has received different purposes. However none definitive model for the most of materials has been reached. Therefore, a general self-affine fractal model is proposed for fracture surfaces and applied to heavy clay and mortar. An analytical expression for the rugged crack length is obtained for application on fractal fracture mechanics. Stereoscopic images are obtained for each tested specimens. Image processing filters are used to extract the rugged profile of the cracks. The box-counting and sand-box methods are used on the crack profile to obtain the local and the global roughness exponents. Specimens prepared under different conditions validated the model. Mortars and heavy clay specimens were characterized by measuring their modulus of rupture and the rugged crack profile under 3-point bending tests. A good agreement between the model and the experimental results was observed. A strong correlation between the fractal dimension and the sintering temperature for heavy clay specimens was verified. The results also showed that the increasing rugged crack length of the profile of the fractured mortar specimens is well correlated with the increase in water/cement ratio. These results validate the application of the proposed model for estimating the fracture strength of brittle materials. (C) 2016 Elsevier Ltd. All rights reserved.
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页码:232 / 255
页数:24
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