Effects of high temperatures on dynamic rock fracture

Abstract The dynamic fracture toughness of Fangshan gabbro and Fangshan marble subjected to high temperature was measured by means of the split Hopkinson pressure bar (SHPB) system. The specimens for measuring the fracture toughness were manufactured according to the requirements for the Short Rod (SR) specimen suggested by ISRM. Two cases were investigated: (1) the SR specimens of the gabbro and marble were fractured at high temperature (100–330°C), and (2) the specimens of the rocks were first pre-heat-treated at 200°C for the marble and 600°C for the gabbro, and then fractured at room temperature. The experimental results showed that under dynamic loading the fracture toughness of both the gabbro and the marble tested in the above-mentioned cases increased with increasing loading rates. The relationship between the fracture toughness and the loading rates in the two cases is similar to that obtained in the room temperature environment, i.e., without high temperature. (This is defined as the third case.) It can be concluded that temperature variation affects the dynamic fracture toughness of the two rocks to a limited extent within the temperature ranges tested. This is different from the results obtained under the static loading condition. Furthermore, by means of the scanning electronic microscope (SEM), the vertical sections of the fracture surfaces for some gabbro specimens were examined. In addition, the fractal dimensions of the fracture surfaces of some specimens were measured by means of fractal geometry. The results showed that under dynamic loading: (1) macro-crack branching near the fracture surfaces was universal; (2) the fractal dimensions increased with increasing loading rates; (3) in the sections of the specimens tested at high temperature there were many micro-cracks that were probably induced by thermal cracking. On the basis of the above macro- and micro-experimental investigation, an energy analysis of the process of dynamic rock fracture was performed. The results showed that the energy utilisation in dynamic fracture was much lower than that in static fracture.

[1]  Per-Arne Lindqvist,et al.  Effects of loading rate on rock fracture , 1999 .

[2]  F. Heuze,et al.  High-temperature mechanical, physical and Thermal properties of granitic rocks— A review , 1983 .

[3]  Ove Alm,et al.  The influence of microcrack density on the elastic and fracture mechanical properties of Stripa granite , 1985 .

[4]  J. J. Mecholsky,et al.  Quantitative Analysis of Brittle Fracture Surfaces Using Fractal Geometry , 1989 .

[5]  Finn Ouchterlony,et al.  Suggested methods for determining the fracture toughness of rock , 1988 .

[6]  F. Ouchterlony On the background to the formulae and accuracy of rock fracture toughness measurements using ISRM standard core specimens , 1989 .

[7]  U. S. Lindholm,et al.  Mechanical behavior of materials under dynamic loads , 1968 .

[8]  J. B. Cheatham,et al.  The Effect of Pressure, Temperature, and Loading Rate on the Mechanical Properties of Rocks , 1968 .

[9]  Andrew Nagy,et al.  The dynamic strength and fracture properties of dresser basalt , 1974 .

[10]  Heping Xie,et al.  Fractals in Rock Mechanics , 2020 .

[11]  Y. Inada,et al.  Some studies of low temperature rock strength , 1984 .

[12]  Jh Underwood,et al.  Chevron-Notched Specimens: Testing and Stress Analysis , 1984 .

[13]  H. Rossmanith,et al.  Fracture and Damage of Concrete and Rock - FDCR-2 , 1993 .

[14]  Per-Arne Lindqvist,et al.  Effects of loading rate on rock fracture: fracture characteristics and energy partitioning , 2000 .

[15]  J. F. Beech,et al.  A Short-Rod Based System for Fracture Toughness Testing of Rock , 1984 .

[16]  R. Duclos,et al.  High-temperature behaviour of basalts—role of temperature and strain rate on compressive strength and KIc toughness of partially glassy basalts at atmospheric pressure , 1991 .

[17]  R. K. Rowe,et al.  Thermal stress analysis in rocks with nonlinear properties , 1982 .