and ice. are materials that fail by fracture with a large fracture process zone. They have a heteroge-neous random microstructure. which causes significant scatter in material strength. The classical statistical strength models of Weibull-type, as well as some recent random process models for crack growth, are not applicable because they ignore the stress redistributions and energy release caused by large stable crack growth before failure, and the variability of critical energy release rate (the R-curve). This paper presents, in the first part. a new random process model for crack growth which takes the R-curve into account. The second part focuses on another related problem- the Weibull-type model. It reviews a recent nonlocal generalizat...
Crack propagation in real (quasi)brittle materials demonstrates various signs of stochasticity; a to...
Analysis has been performed onfractu# initiation near a crack in a brittle material with strength de...
Abstract: Engineering structures must be designed for an extremely low failure probability, Pf < ...
Abstract-A probabilistic model for the randomness of the progressive crack growth in a quasi-brittle...
Due to the statistical nature of material properties, crack growth is a random process. This process...
We study size effects in the fracture strength of notched quasi-brittle materials using numerical si...
size effect, scaling, nonlocal damage,material length, stochastic finite element method, fractal cra...
Abstract-A probabilistic model for the randomness of the progressive crack growth in a quasi-brittle...
ABSTRACT: The failure probability of structures must be calculated from the,tress field that exists ...
This paper details a stochastic, time-inhomogeneous model that serves as a theoretical basis for the...
A stochastic model describing the crack evolution and scatter associated with the crack propagation ...
Disorder and long-range interactions are two of the key components that make material failure an int...
AbstractMulti-scale mechanics problems require the use of an appropriate upscaling approach to link ...
The failure probability of engineering structures such as aircraft, bridges, dams, nuclear structure...
Abstract. This study presents a probabilistic, 3-D framework to describe brittle fracture in structu...
Crack propagation in real (quasi)brittle materials demonstrates various signs of stochasticity; a to...
Analysis has been performed onfractu# initiation near a crack in a brittle material with strength de...
Abstract: Engineering structures must be designed for an extremely low failure probability, Pf < ...
Abstract-A probabilistic model for the randomness of the progressive crack growth in a quasi-brittle...
Due to the statistical nature of material properties, crack growth is a random process. This process...
We study size effects in the fracture strength of notched quasi-brittle materials using numerical si...
size effect, scaling, nonlocal damage,material length, stochastic finite element method, fractal cra...
Abstract-A probabilistic model for the randomness of the progressive crack growth in a quasi-brittle...
ABSTRACT: The failure probability of structures must be calculated from the,tress field that exists ...
This paper details a stochastic, time-inhomogeneous model that serves as a theoretical basis for the...
A stochastic model describing the crack evolution and scatter associated with the crack propagation ...
Disorder and long-range interactions are two of the key components that make material failure an int...
AbstractMulti-scale mechanics problems require the use of an appropriate upscaling approach to link ...
The failure probability of engineering structures such as aircraft, bridges, dams, nuclear structure...
Abstract. This study presents a probabilistic, 3-D framework to describe brittle fracture in structu...
Crack propagation in real (quasi)brittle materials demonstrates various signs of stochasticity; a to...
Analysis has been performed onfractu# initiation near a crack in a brittle material with strength de...
Abstract: Engineering structures must be designed for an extremely low failure probability, Pf < ...