Theoretical study on damage bifurcation of unstable failure process of quasi-brittle materials

2009 ◽  
Vol 19 ◽  
pp. s811-s818 ◽  
Author(s):  
Zhong-chang WANG ◽  
De-shen ZHAO ◽  
Qing YANG
2007 ◽  
Vol 353-358 ◽  
pp. 937-940
Author(s):  
Wei Hong Li ◽  
Xiong Chen ◽  
De Shen Zhao ◽  
Yi Wang Bao

The fracture behavior of brittle materials under different stress ratio has been investigated by means of numerical simulation method with software RFPA2D (Realistic Failure Process Analysis). The fracture dependence of brittle material on biaxial plane stress state was confirmed. The results show that the critical stress intensity factor under biaxial stress increases with the increase of biaxial stress ratio. The simulation tests reveal that the biaxial stresses have strong influence on the fracture properties of glass. The results confirmed that the strain criterion of fracture is feasible while brittle materials under complex stress state.


2014 ◽  
Vol 962-965 ◽  
pp. 1143-1146
Author(s):  
Wei Shui Fei ◽  
Cong Ling Zhang ◽  
Peng Xiang Shen

Abstract: The nouniformity of rock and soil materials and differences of boundary conditions caused the differentiation of stress field, together with the elastic-plastic characteristics of sliding zone material control the progressive unstable failure process. In this paper, The analysis of engineering example shows that the mechanical criterion is reasonable to judge the state of progressive slope evolution.


2014 ◽  
Vol 57 (3) ◽  
pp. 550-559 ◽  
Author(s):  
XiaoLin Chang ◽  
Chao Hu ◽  
Wei Zhou ◽  
Gang Ma ◽  
Chao Zhang

2013 ◽  
Vol 864-867 ◽  
pp. 765-770 ◽  
Author(s):  
Wei Shui Fei ◽  
Cong Ling Zhang ◽  
Zhi Qiang Wu

The unstable failure of rock and soil slope was a progressive evolution process from local failure to total failure. The no-uniformity of rock and soil materials and differences of boundary conditions caused the discrepancy of stress field, together with the elastic-plastic characteristics of the sliding zone which controls the progressive unstable failure process. In this paper, any point of slop sliding zone was taken for the research object. On basis of limit slice method, the mechanical condition of slice was considered as a plane strain problem. According to Mohr-Coulomb linear failure criterion the stress state of a point is obtained with selecting stress function to establish the mechanical criterion of progressive slope failure. The analysis of engineering example shows that the mechanical criterion is reasonable to estimate the state of progressive slope evolution.


1992 ◽  
Vol 114 (3) ◽  
pp. 255-264 ◽  
Author(s):  
K. J. Hsia ◽  
A. S. Argon ◽  
D. M. Parks

The competing effects of failure by net section stress rupture and failure due to crack growth in creeping structural alloys have been investigated to determine the dominant failure process under various constant load service conditions. Two sets of experimental information were utilized: times to failure by quasi-homogeneous damage accumulation represented by Larson-Miller master curves, and creep crack growth rate information correlated either with C* for creep-ductile materials or with K for creep-brittle materials. A criterion, phrased in terms of the applied stress, temperature and initial crack length, has been established to justify the rate-determining fracture process. A number of materials, ranging from ductile materials such as Type 304 stainless steel, IN800H and low alloy steels obeying C*-controlled crack growth, to brittle materials such as Ni-based superalloys obeying K-controlled crack growth, have been studied. Both the configurations of infinite bodies and finitesize specimens were considered. The results show that for those materials where crack growth is C*-controlled, eventual failure is governed by quasi-homogeneous creep damage accumulation; whereas, for the materials with K-controlled crack growth, creep crack growth is likely to govern the final failure of engineering structures.


2005 ◽  
Vol 297-300 ◽  
pp. 1196-1201 ◽  
Author(s):  
Chun An Tang ◽  
Zheng Zhao Liang ◽  
Yong Bin Zhang ◽  
Tao Xu

This paper introduces a newly developed three-dimensional Material Failure Process Analysis code, MFPA3D to model the failure processes of brittle materials, such as concrete, ceramics, fibrous materials, and rocks. This numerical code, based on a stress analysis method (finite element method) and a material failure constitutive law, can be taken as a tool in numerical modeling analysis to enhance our understanding of the failure mechanisms of brittle materials. Properties of material heterogeneity are taken into account. The material is discretized into numerous small elements with fixed size. Fracture behavior can be modeled by reducing the material stiffness and strength after the peak strength of the material has been reached. The evolution of the cracking process down to full fracture implies strain softening, which describes the post-peak gradual decline of stress at increasing strain. In the present study, a Mohr-Coulomb criterion envelop with a tension cut-off is used so that the element may fail either in shear or in tension. Simulated fracture or crack patterns of two examples are found quite realistic, and the results strongly depend on the heterogeneity level.


2008 ◽  
Vol 75 (2) ◽  
Author(s):  
Sidney Chocron ◽  
James D. Walker ◽  
Arthur E. Nicholls ◽  
Kathryn A. Dannemann ◽  
Charles E. Anderson

Numerical and analytical simulations of projectiles penetrating brittle materials such as ceramics and glasses are a very challenging problem. The difficulty comes from the fact that the yield surface of brittle materials is not well characterized (or even defined), and the failure process may change the material properties. Recently, some works have shown that it is possible to characterize and find the constitutive equation for brittle materials using a confined compression test, i.e., a test where a cylindrical specimen, surrounded by a confining sleeve, is being compressed axially by a mechanical testing machine. This paper focuses on understanding the confined compression test by presenting an analytical model that explicitly solves for the stresses and strains in the sample and the sleeve, assuming the sleeve is elastic and the specimen is elastoplastic with a Drucker–Prager plasticity model. The first part of the paper briefly explains the experimental technique and how the stress-strain curves obtained during the test are interpreted. A simple and straightforward approach to obtain the constitutive model of the material is then presented. Finally, a full analytical model with explicit solution for displacements, strains, and stresses in the specimen and the sleeve is described. The advantage of the analytical model is that it gives a full understanding of the test, as well as information that can be useful when designing the test (e.g., displacements of the outer radius of the specimen).


2005 ◽  
Vol 297-300 ◽  
pp. 2628-2635 ◽  
Author(s):  
Shan Yong Wang ◽  
S.K. Au ◽  
K.C. Lam ◽  
Chun An Tang

Based on cusp-type catastrophe theory, a sample rock-rock (hypocenter surrounding the rock) model for studying the pillar rockburst mechanism is presented in this paper. It is expounded theoretically that the stiffness ratio, K, of the roof and floor to the pillar plays an important role in the outbreak of instability. Using a newly developed numerical code, RFPA2D, the progressive failure process and associated microseismic behavior of the twin rock samples are simulated. The numerically simulated results also confirm that a soft roof and floor promotes an unstable failure or collapse of pillars. Additionally, the simulated results reproduced the deformation jump and the energy release that occur during a pillar rockburst. It is demonstrated that the proposed model properly simulates the pillar failure process.


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