Mixed mode brittle fracture behaviour of granite rock is studied experimentally and theoretically using Asymmetric Four Point Bend (AFPB) specimens containing pre-cracks subjected to different mixed mode loading conditions, ranging from pure mode I to pure mode II. The main aim of this paper is twofold. First, to present a complete set of experimental results on fracture of pre-cracked granite samples under various in-plane loading mixities, and second, to predict the fracture loads of the tested rock samples under mixed mode I/II conditions using an energy-based criterion, namely the Average Strain Energy Density (ASED) criterion. Good agreement is found between the experimentally obtained fracture loads and the theoretical predictions bas...
Four-point asymmetric bending beam geometry can conveniently be used in shear mode fracture testing ...
This article deals with the problem of predicting the brittle fracture of rocks and similar material...
To explore the energy dissipation mechanism and damage evolution characteristics of rock specimens u...
In this paper, a modified mixed mode fracture model called the generalized strain energy density cri...
In this paper the SED-approach is applied to a set of experimental data reported in the literature. ...
There are numerous analytical solutions in order to take into account the geometry effect on the fra...
Statistical fracture mechanics concepts used in the past for rock are critically reviewed and modifi...
We evaluate the accuracy of three well-known fracture growth theories to predict crack trajectories ...
The paper presents an investigation on fundamental fracture modes of granite, using specific testing...
Brittleness is a fundamental mechanical rock property critical to many civil engineering works, mini...
ABSTRACT: This work aims to analyse the fracture behaviour of rocks with U-shaped notches subjected ...
This study presents the results of the triaxial loading experiments performed to determine the fract...
Rock is a complicated material which includes randomly distributed grains and cracks. The reliabilit...
Violent rock failures such as strain burst are significant issues during excavations in rock mass un...
A mixed-mode I/II fracture criterion for predicting the fracture response of composite materials is ...
Four-point asymmetric bending beam geometry can conveniently be used in shear mode fracture testing ...
This article deals with the problem of predicting the brittle fracture of rocks and similar material...
To explore the energy dissipation mechanism and damage evolution characteristics of rock specimens u...
In this paper, a modified mixed mode fracture model called the generalized strain energy density cri...
In this paper the SED-approach is applied to a set of experimental data reported in the literature. ...
There are numerous analytical solutions in order to take into account the geometry effect on the fra...
Statistical fracture mechanics concepts used in the past for rock are critically reviewed and modifi...
We evaluate the accuracy of three well-known fracture growth theories to predict crack trajectories ...
The paper presents an investigation on fundamental fracture modes of granite, using specific testing...
Brittleness is a fundamental mechanical rock property critical to many civil engineering works, mini...
ABSTRACT: This work aims to analyse the fracture behaviour of rocks with U-shaped notches subjected ...
This study presents the results of the triaxial loading experiments performed to determine the fract...
Rock is a complicated material which includes randomly distributed grains and cracks. The reliabilit...
Violent rock failures such as strain burst are significant issues during excavations in rock mass un...
A mixed-mode I/II fracture criterion for predicting the fracture response of composite materials is ...
Four-point asymmetric bending beam geometry can conveniently be used in shear mode fracture testing ...
This article deals with the problem of predicting the brittle fracture of rocks and similar material...
To explore the energy dissipation mechanism and damage evolution characteristics of rock specimens u...